PWD SR 11-12 Karnataka

1.MORTAR 1.1 KSRB 0.5-1.1 : Providing cement mortar of mix 1:1 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 1.2 KSRB 0.5-1.2 cement mortar of mix 1:2 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2

cum

8360.00

cum

6120.00

1.3 KSRB 0.5-1.3 cement mortar of mix 1:3 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2

cum

5125.00


cum

4195.00


cum

3695.00


cum

3266.00


cum

2750.00


cum

2550.00

1.9 KSRB 0.5-2.1 Providing lime mortar of mix 1:1 (1 lime putty : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.1 1.1 KSRB 0.5-2.2 Providing lime mortar of mix 1:2 (1 lime putty : 2 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.1 1.11 KSRB 0.5-2.3 Providing lime mortar of mix 1:3 (1 lime putty : 3 sand) including cost of all materials, labour charges. including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.1

cum

2589.00

cum

2429.00

cum

2352.00

1.12 KSRB 0.5-3.1 Providing lime surkhi mortar of mix 1:1 (1 lime putty : 1 surkhi) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS

cum

2073.00


cum

1740.00


cum

1576.00

1.15 KSRB 0.5-4.1 : Providing lime surkhi sand mortar of mix 1:1:1 (1 lime putty : 1 surkhi : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 1.16 KSRB 0.5-4.2 Providing lime surkhi sand mortar of mix 1:1:2 (1 lime putty : 1 surkhi : 2 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 1.17 KSRB 0.5-5.1 : Providing cement mortar with stone dust of mix 1:2 (1 cement : 2stone dust) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 1.18 KSRB 0.5-6.1: Providing cement lime mortar of mix 1:1:3 (1 cement : 1lime putty:3 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.3 1.19 KSRB 0.5-6.2 : Providing cement lime mortar of mix 1:1:4 (1 cement : 1lime putty:4 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.3 1.2 KSRB 0.5-6.3 : Providing cement lime mortar of mix 1:1:5 (1 cement : 1lime putty:5 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.3 1.21 KSRB 0.5-6.4 : Providing cement lime mortar of mix 1:1:6 (1 cement : 1lime putty:6 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.3 1.22 KSRB 0.5-6.5 : Providing cement lime mortar of mix 1:1:7 (1 cement : 1lime putty: 7 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.3 1.23 KSRB 0.5-6.6 : Providing cement lime mortar of mix 1:1:8 (1 cement : 1lime putty: 8 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.3

cum

2052.00

cum

1639.00

cum

5498.00

cum

5033.00

cum

5087.00

cum

4460.00

cum

3942.00

cum

3670.00

cum

3409.00

1.24 KSRB 0.5-6.7 : Providing cement lime mortar of mix 1:2:9 (1 cement : 2lime putty: 9 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.3 1.25 KSRB 0.5-6.8 : Providing cement lime mortar of mix 1:3:12 (1 cement : 3lime putty: 12 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.3 1.26 KSRB 0.5-7.1 : Providing white cement mortar with marble dust of mix 1:2 (1 white cement : 2 marble dust) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 1.27 KSRB 0.5-7.2 : Providing white cement mortar with marble dust of mix 1:3 (1 white cement : 3 marble dust) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 1.28 KSRB 0.5-7.3 : Providing white cement mortar with marble dust of mix 1:4 (1 white cement : 4 marble dust) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 1.29 KSRB 0.5-7.4 : Providing white cement mortar with marble dust of mix 1:5 (1 white cement : 5 marble dust) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 1.3 KSRB 0.5-8.1 : Providing fly ash sand mortar of mix 1:1.5:3 (1 cement : 1.5 fly ash : 3 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.4 1.31 KSRB 0.5-8.2 : Providing fly ash sand mortar of mix 1:2:4 (1 cement : 2 fly ash : 4 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.4 1.32 KSRB 0.5-8.3 : Providing fly ash sand mortar of mix 1:2.5:5 (1 cement : 2.5 fly ash : 5 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.4 1.33 KSRB 0.5-8.4 : Providing fly ash sand mortar of mix 1:3:6.5 (1 cement : 3 fly ash : 6.5 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.4 1.34 Mud Mortar

cum

3454.00

cum

3214.00

cum

14417.00

cum

11245.00

cum

8724.00

cum

7366.00

cum

3500.00

cum

2820.00

cum

2470.00

cum

2185.00

cum

96.00

2.EARTHWORK FOR BUILDINGS 2.1 KSRB 2-1.1 : Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. specification. No. KBS 2.1(a) / 2.3.1 2.2 KSRB 2-1.2: Earthwork in surface excavation in Hard soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. specification. No. KBS 2.1(a) / 2.3.1 2.3 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5

cum

111.00

cum

155.00

cum

133.00

2.4 KSRB 2-2.2 : Earthwork excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(b) / 2.3.5

cum

200.00

2.5 KSRB 2-2.3 : Excavation 1.5m and above in width in soft rock by blasting for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m. in depth, stacking the excavated stuff from edges of excavation with lead upto 50m including cost of explosives, labour and HOM of equipment complete as per specifications. specification. No. KBS 2.1.C / 2.9.4 / 2.18 / 2.19

cum

390.00

2.6 KSRB 2-2.4 : Excavation 1.5m and above in width in soft rock without blasting for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m. in depth, stacking the excavated stuff from edges of excavation with lead upto 50m including cost of explosives, labour and HOM of equipment complete as per specifications. specification. No. KBS 2.1.C / 2.9.4 / 2.18 / 2.19

cum

620.00

2.7 KSRB 2-2.5 : Excavation 1.5m and above in width in hard rock by blasting for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m. in depth, stacking the excavated stuff from edges of excavation with lead upto 50m including cost of explosives, labour and HOM of equipment complete as per specifications. specification. No. KBS 2.1.d / 2.3.4 / 2.18 / 2.19

cum

388.00

2.8 KSRB 2.2.6 : Excavation 1.5m and above in width in hard rock by chiselling and / or wedging, where blasting is prohibited for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m. in depth stacking the excavated stuff clear from the edge of excavation with lead upto 50m including cost of labour complete as per specifications. specification. No. KBS 2.9 KSRB 2.2.7: Benching hard rock 5 to 7.5 cm depth. for seating of foundation, including cost of all labour complete as per specifications. specification. No. KBS 2.1(a) / 2.3.1 2.1 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. specification. No. KBS 2.9

cum

890.00

Sqm

950.00

cum

90.00

2.11 KSRB 2-4 : Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications.

cum

54.00

2.12 KSRB 2.5 : Earthwork excavation ( in deposited soil ) and filling sides of foundation upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. specification. No. KBS 2.9.9 / 2.9.10.1 / 2.1.1

cum

180.00

2.13 KSRB 2.6 : Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications. specification. No. KBS 2.10.2 2.14 KSRB 2.7 : Providing and removing shoring and strutting for protecting the sides of foundation trenches, wherever required, including cost of all materials and labour complete as per specifications. specification. No. KBS 2.5 / 2.13 2.15 KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 2.16 KSRB 2.9 : Spreading and forming the excavated earth to required level, slope for an average thickness of 75mm. in all classes of soils alround the building and low laying areas complete as per specifications. specification. No. KBS :

cum

1207.00

Sqm

367.00

cum

1212.00

Sqm

4.14

2.17 KSRB 2.10 : Providing sand cement bed with 5% cement with all leads for all materials and lift of 1.5 m. machine mixed, laid in layers of 15cms. thick and well compacted for foundation, including curing cost of materials labour and HOM complete as per specifications. specification. No. KBS 2.18 KSRB 2.11 : Providing sand cement bed with 10% cement cement with all leads for all materials and lift of 1.5 m. machine mixed, laid in layers of 15cms. thick and well compacted for foundation, including curing cost of materials labour and HOM complete as per specifications. specification. No. KBS

cum

1958.00

cum

2400.00

2.19 KSRB 2.12: Providing sand piles with all leads and lift of 1.5 m. for stabilising foundation after duly making 5 cms. dia holes to a depth of 1.2 to 1.5 m. at 0.5 m c to c and filling with sand and tamping wherever required including cost of materials, labour complete as per specifications. specification. No. KBS

Sqm

148.00

2.2 KSRB 2.13: Providing sand piles with all leads and lift of 1.5 m. for stabilising foundation after duly making 5 cms. dia holes to a depth of 1.2 to 1.5 m. at 0.5 m c to c and filling with sand and tamping wherever required including cost of materials, labour complete as per specifications. specification. No. KBS sand and 10% cement

Sqm

173.00

2.21 KSRB 2.14-1: Extra for additional lift of 1.5m. or part thereof for excavation In loose / soft or hard soil including cost of materials, labour complete as per specifications. specification. No. KBS

cum

8.90

2.22 KSRB 2.14-2: Extra for additional lift of 1.5m. or part thereof for excavation In loose / soft or hard soil including cost of materials, labour complete as per specifications. specification. No. KBS in soft or hard rock 2.23.1 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for the work-in, Ordinary/Hard soil-Mechanical Means (Depth upto 3 m) 2.23.2 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for the work-in, Ordinary Rock (not requiring blasting)- Mechanical Means 2.23.3 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for the work-in, Hard Rock ( requiring blasting )-Mechanical Means

cum

15.55

cum

30.30

cum

39.95

cum

423.00

2.23.4 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for the work-in, Marshy soil-Mechanical Means

cum

218.00

3. ANTITERMITE TREATMENT 3.1 KSRB-3.1 Supplying chloropyriphos emulisifiable concentrate of 20%, in sealed containers including delivery as specified sales tax, transport, Insurance and other levies complete as per specifications. Specification No. KBS 3.2 KSRB-3.2: Providing and injecting chemical emulsion for Preconstructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor,along the external perimeter of building,expansion joints,over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with chloropyriphos emulsifiable concentrates of 20% concentration,including cost of chemical, diluting in water to one percent concentration,labour,HOM of equipments, complete as per specifications.(Plinth area of the building at ground floor only shall be measured)Specification No.KBS : 3.2.6 / 3.2.7

L

290.00

Sqm

112.00

3.3 KSRB-3.3 : Providing, injecting chemical emulsion for Preconstructional Anti-Termite Treatment along external walls where the apron is not provided using chemical emulsion at 7.5 Litre/sqm of the vertical surface of the substructure to a depth of 300mm. including excavation of channel along the wall and redoing with chlorophyriphos emulsion concentration 20% diluting in water to 1% concentration, including cost of chemicals, diluting in water to one percent concentration, labour, HOM of equipments,complete as per specifications.Specification No.KBS : 3.3.3

M

62.00

3.4 KSRB-3.4: Providing, injecting chemical emulsion for Pre-onstructional Anti-Termite Treatment along external walls below concrete or masonry apron using chemical emulsion at 2.25 litre/m. including drilling and plugging percentof holes, with chlorophyriphos emulsion concentration 20% diluting water in to 1% concentration,including cost of chemicals,diluting in water to one percent concentration,labour,HOM of equipments, complete as per specifications.Specification No.KBS : 3.3.4 3.5 KSRB 3.5: Providing, injecting chemical emulsion for Pre-constructional Anti-Termite Treatment of soil under existing floors using chemical emulsion at one litre / hole 30mm apart including drilling 12mm. dia holes and plugging with cement mortar 1:2 proportion to mach with the existing floors with chlorophyriphos emulsion concentrate 20%,including cost of chemical diluting in water to one percent concentration,labour,HOM of equipments, complete as per specifications.Specification No.KBS 3.6 KSRB.3-6: Providing,inecting chemical emulsion for pre-constructional Anti-Termite Treatment of existing masonry using chemical emulsion at one liter / hole at 300mm intervals including drilling of holes at 45 degree and plugging them with cement mortar 1:2 to the full depth of the hole with Chloropyriphos emulsifiable concentration 20% including cost of chemical diluting in water to one percent concentration,labour,HOM of equipments,complete as per specifications.Specification No.KBS : 3.3.5

M

46.00

Sqm

231.00

M

72.00

3.7 KSRB 3.7: Providing, injecting chemical emulsion for PreconstructionaAnti-Termite Treatment at points of contacts of wood work by chemical emulsion Chloropyriphos ( in oil or kerosene based solution ) at 0.5 liters per hole by drilling 6mm. dia holes at downword angle of 45 degree at 150mm.c to c and sealing the same including cost of chemicals,diluting in water to one percent concentration,labour,HOM of equipments,complete as per specifications.Specification No : 3.3.7 3.8 Providing general disinfection services, spraying of insecticide and pesticide inside and outside the building (flies, bedbugs,lizards, cockroaches, spiders caterpillars etc including cost of materials labour lead lift, hire charges of equipments etc.,complete.

M

192.00

Sqm

20.00

4.CEMENT CONCRETE 4.1 KSRB 4-1.1: Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 4.2 KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 4.3 KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix M7.5 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregtes @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 4.4 KSRB 4-1.4 : Providing and laying in position plain cement concrete of mix M5 with OPC cement @ 160kgs, with 40mm and down size graded granite metal coarse aggregates @0.86cum and fine aggregtes @ 0.58cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 4.5 KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregtes @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 4.6 KSRB 4-1.6 ; Providing and laying in position plain cement concrete of mix M15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 4.7 KSRB 4-1.7 : Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 4.8 KSRB 4-1.8 : Extra for laying cement concrete under water including cost of pumping or dewatering and clearing slush as per specifications Details of cost for depth of water 0.3 metres bailing out Specification No. KBS 4.2, 4.8

cum

cum

cum

cum

cum

cum

cum

cum

4.9 KSRB 4-1.9 : Extra for laying cement concrete under foul conditions. Specification No. KBS 4.10 KSRB 4.2.1 : Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregtes @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

4.11 KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

4.12 KSRB 4.2.3 : Providing and laying in position reinforced cement concrete of mix M15 with OPC cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

4.13 KSRB 4.2.4 : Providing and laying in position reinforced cement concrete of mix M10 with OPC cement @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.792cum and fine aggregtes @ 0.465cum, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

cum

4.14 KSRB 4.2.5 : Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

4.15 KSRB 4.2.6 : Providing and laying in position reinforced cement concrete of mix M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for retaining walls, return walls, walls ( any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

4.16 KSRB 4.2.7 : Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregtes @ 0.47cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

4.17 KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

4.18 KSRB 4.2.9 : Providing and laying in position reinforced cement concrete of mix M15 with OPC cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

cum

4.19 KSRB 4.2.10 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24kgs, with 12mm and down size graded granite metal coarse aggregates @0.5175cum and fine aggregtes @ 0.345cum, with superplastisiser @0.225lts, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

Sqm

4.20 KSRB 4.2.11 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 27.20kgs, with 12mm and down size graded granite metal coarse aggregates @0.5865cum and fine aggregtes @ 0.391cum, with superplastisiser @0.225lts, machine mixed, well compacted for plain chajja of 8.5 cms. average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

Sqm

4.21 KSRB 4-2.12 : Extra for providing throating or drip moulding to R.C.C. chajja with plastering ( labour charges only ) as per specifications. Specification No. KBS 4.22 KSRB 4-3.1 : Extra if vibrator is used for Item No.4-1 to 4-8 as per specifications. Specification No. KBS 4.2.6 4.23 KSRB 4-3.2 : Deduct where machine mixing is not done Specification No. KBS 4.2.2.5 / 4.3.2.2 4.24 KSRB 4-4.1 : Extra for use of water proofing compound in Cement concrete of mix M25,at one kg of compound per bag of cement. Specification No. KBS

M

cum cum cum

4.25 KSRB 4-4.2 : Extra for use of water proofing compound in Cement concrete of mix M20,at one kg of compound per bag of cement. Specification No. KBS

cum

4.26 KSRB 4-4.3 : Extra for use of water proofing compound in Cement concrete of mix M15,at one kg of compound per bag of cement. Specification No. KBS

cum

4.27 KSRB 4-5 : Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. Specification No. KBS

Sqm

4.28 KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 4.29 KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 Rates for centering height more than 3.5 mtrs.

Sqm

4.29.1 KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 Rates for centering height for 0-5 mtrs.

Rs.

Sqm


Rs.


Rs.


Rs.


Rs.


Rs.


Rs.

4.29.8 KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 Rates for centering height for 0-12mtrs.

Rs.

4.30 KSRB 4-6.3 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2

Sqm

4.31 KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 4.32 KSRB 4-6.5 : Providing and removing centering, shuttering, strutting, propping etc., for columns, pillars, piers, abutments, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2

Sqm

Sqm

4.33 KSRB 4-6.6 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for columns, pillars, piers, post and struts, circular or curved in plan including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2 4.34 KSRB 4-6.7 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 4.35 KSRB 4-6.8 : -do- exceeding 1m in depth Specification No. KBS 4.6.2 4.36 KSRB 4-6.9 :Providing and removing centering, shuttering, strutting, propping etc., for edges of slabs and breaks in floor, cills, plinth including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2

Sqm

4.37 KSRB 4-6.10 :Providing and removing centering, shuttering, strutting, propping etc., for chajjas, corbels etc., including edges including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2

Sqm

4.38 KSRB 4-6.11 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for Stairs (excluding landing) except spiral staircase including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2 4.39 KSRB 4-6.12 :Providing and removing centering, shuttering, strutting, proppingetc., and removal of form work for cornices and mouldings including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 4.40 KSRB 4-6.13 :Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for vertical fins and vertical sun breakers including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 4.41 KSRB 4-6.14 :Providing and removing centering, shuttering, strutting, propping or battering surface including folded plates where inclination to horizontal plane does not exceed 30 degree requiring shuttering only on the under side including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 4.42 KSRB 4-6.15 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for where inclination to horizontal plane exceeds 30 degree ( where shuttering may be provided both on under side and upper side if required ) including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2

Sqm

4.43 KSRB 4-7 : Providing 2 legged scaffolding for stone masonry work using 10-15 cms. dia best quality casurina poles of 4m over all length (3m +0.5m projection + 0.5m In to the ground), the distance between two rows being 1.25m and spacing of posts being 2m in both rows with 2 horizontal posts with 0.5 mm overlap on either side and braces at 2 m c to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles, forms tied up using coir rope complete as per specifications. Specification No. KBS

M

Sqm

Sqm Sqm

Sqm

Sqm

Sqm

Sqm

4.44 KSRB 4-8 : Providing two legged scaffolding for brick masonry work using 1015 cms. dia best quality Casurina poles of 4m over all length (3m +0.5m projection + 0.5m In to the ground) the distance between two rows being 1.25m and spacing of post being 2m in both rows with 2 horizontal posts with 0.5 mm overlap on either side and braces at 2 m c to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles, forms tied up using coir rope complete as per specifications. Specification No. KBS 4.44.1 KSRB 4-8 : Providing two legged scaffolding for brick masonry work using 1015 cms. dia best quality Casurina poles of 4m over all length (3m +0.5m projection + 0.5m In to the ground) the distance between two rows being 1.25m and spacing of post being 2m in both rows with 2 horizontal posts with 0.5 mm overlap on either side and braces at 2 m c to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles, forms tied up using coir rope complete as per specifications. Specification No. KBS for non modular brick work (Non modular standard bricks : 4x0.23x3=2.76 cum) 4.44.2 KSRB 4-8 : Providing two legged scaffolding for brick masonry work using 1015 cms. dia best quality Casurina poles of 4m over all length (3m +0.5m projection + 0.5m In to the ground) the distance between two rows being 1.25m and spacing of post being 2m in both rows with 2 horizontal posts with 0.5 mm overlap on either side and braces at 2 m c to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles, forms tied up using coir rope complete as per specifications. Specification No. KBS for modular brick work

cum

cum

4.44.3 KSRB 4-8 : Providing two legged scaffolding for brick masonry work using 1015 cms. dia best quality Casurina poles of 4m over all length (3m +0.5m projection + 0.5m In to the ground) the distance between two rows being 1.25m and spacing of post being 2m in both rows with 2 horizontal posts with 0.5 mm overlap on either side and braces at 2 m c to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles, forms tied up using coir rope complete as per specifications. Specification No. KBS for non modular brick work

Sqm

4.44.4 KSRB 4-8 : Providing two legged scaffolding for brick masonry work using 1015 cms. dia best quality Casurina poles of 4m over all length (3m +0.5m projection + 0.5m In to the ground) the distance between two rows being 1.25m and spacing of post being 2m in both rows with 2 horizontal posts with 0.5 mm overlap on either side and braces at 2 m c to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles, forms tied up using coir rope complete as per specifications. Specification No. KBS for modular brick work

Sqm

4.45 KSRB 4.9.1 : Providing mild steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3

q

4.46 KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3

q

4.47 Lift charges for steel of all diameters for additional floors over ground floor per floor height of 3.5 m. or part thereof cost of labour, complete as per specifications. Specification No. KBS 4.48 Providing and laying cement concrete using 20 mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete (RMC) for R.C.C works laid in 15 cms thick layers and well compacted vibrating, curing, finishing with necessary cement mortar, with all lead and lifts etc., complete (exclusive of cost of steel and fabrication charges.)

q

4.48.1 Providing and laying cement concrete using 20 mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete (RMC) for R.C.C works laid in 15 cms thick layers and well compacted vibrating, curing, finishing with necessary cement mortar, with all lead and lifts etc., complete (exclusive of cost of steel and fabrication charges.) Ready mixed Cement concrete M-20 for raft foundation,column footing, main and secondary beams. 4.49 Providing and laying cement concrete using 20mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete for RCC works laid in 15 cm thick layers and well compacted including vibrating curing etc., including smooth finish in CM 1:3, with all lead and lift etc., complete. (exculsive of cost of steel and fabrication charges) 4.49.1 Providing and laying cement concrete using 20mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete for RCC works laid in 15 cm thick layers and well compacted including vibrating curing etc., including smooth finish in CM 1:3, with all lead and lift etc., complete. (exculsive of cost of steel and fabrication charges) Ready mixed Cement concrete for Beams, Columns, Staircase and Roof with M-20 (Cement-320 Kg/cum) 4.49.2 Providing and laying cement concrete using 20mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete for RCC works laid in 15 cm thick layers and well compacted including vibrating curing etc., including smooth finish in CM 1:3, with all lead and lift etc., complete. (exculsive of cost of steel and fabrication charges) Ready mixed Cement concrete for Beams, Columns, Staircase and Roof with M-25 (Cement-340 Kg/cum) 4.49.3 Providing and laying cement concrete using 20mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete for RCC works laid in 15 cm thick layers and well compacted including vibrating curing etc., including smooth finish in CM 1:3, with all lead and lift etc., complete. (exculsive of cost of steel and fabrication charges) Ready mixed Cement concrete for Beams, Columns, Staircase and Roof with M-30 (Cement-360 Kg/cum) 4.49.4 Providing and laying cement concrete using 20mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete for RCC works laid in 15 cm thick layers and well compacted including vibrating curing etc., including smooth finish in CM 1:3, with all lead and lift etc., complete. (exculsive of cost of steel and fabrication charges) Ready mixed Cement concrete for Beams, Columns, Staircase and Roof with M-35 (Cement-390 Kg/cum)

cum

cum

cum

cum

cum

4.49.5 Providing and laying cement concrete using 20mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete for RCC works laid in 15 cm thick layers and well compacted including vibrating curing etc., including smooth finish in CM 1:3, with all lead and lift etc., complete. (exculsive of cost of steel and fabrication charges) Ready mixed Cement concrete for Beams, Columns, Staircase and Roof with M-40 (Cement-420 Kg/cum) 4.50 KSRB4.7 Scaffolding for stone masonry as in sr no 4.43 converted to cum

cum

4.51 KSRB 4.7 Scaffolding for stone masonry work as in sr no 4.43 converted to Sqm 4.52 Providing and mixing synthetic fibers 100% virgin triangular monofilament polyester fibers, 12mm in cut length for use as secondary fiber reinforcement in concrete works. Application per cubic meter shall be 125 grams per bag of cement or 0.25% by weight of cement. 4.52.1 Providing and mixing synthetic fibers 100% virgin triangular monofilament polyester fibers, 12mm in cut length for use as secondary fiber reinforcement in concrete works. Application per cubic meter shall be 125 grams per bag of cement or 0.25% by weight of cement. for M 15 concrete

Sqm

4.52.2 Providing and mixing synthetic fibers 100% virgin triangular monofilament polyester fibers, 12mm in cut length for use as secondary fiber reinforcement in concrete works. Application per cubic meter shall be 125 grams per bag of cement or 0.25% by weight of cement. for M 20 concrete

cum

4.53 Providing and mixing fibermesh MD(Multi Dimensional) Graded (fibermesh inforce e3) fibrilated (interconnected bundles of fibers that open up during the mix process) 100% virgin Polypropylene fibers contains no reprocessed olefin materials and are specially manufactured with 25 individual unique fiber design to an optimum gradation for use as complete secondary reinforcement. Application per cubic meter shall rqual a minimum of 0.1% by volume (0.9kg per cubic meter) in the concrete. Fibermesh MD Graded Polypropylene fibrilated fiber should confirm to ASTM C 1116 type III 4.1.3 ASTM C 1116 performance level 1% ASTM C 1339 (Minimum average residual strength of 0.35 Mpa). 4.54 Providing and mixing fibermesh stealth e3 Fibermesh150multi dimensional graded multifilamenrt 100%virgin polypropylene fibres contains no reprocesserd olfrin materials and are specifically manufactured for use as concrete secondary reinforcement. Application per cubic meter shall be @ 0.9kg to 1.8kg per cum of concrete. Fibermesh stealth e3 shall confirm to ASTM C 1116 type 111.4.106. 4.55 Providing and casting reinforced cement concrete racks with design mix M20, granite or trap jelly 12mm and down size 5 cms thick and below with reinforcements of 6mm dia MS bars at 15 cms. Centre to centre for main reinforcement and at 30cms centre to centre for distribution including supports wherever necessary with burnt brick in CM 1:8 and plastered with CM 1:4 or composite mortar 1:6 including centring, form work, curing etc., complete (inclusive of cost of steel and fabrication charges).

kgs

4.56 Providing RCC loft (atta) 7.5cms thick with cement concrete design mix M20 using clean granite or trap jelly of 20mm and down size with necessary reinforcements at 20cms centre to centre as per design including form work, centring, curing, finishing the exposed faces with cement mortar (1:3) etc., complete (exclusive of cost of steel and fabrication charges).

cum

cum

kgs

Sqm

Sqm

4.57 Providing and fixing RCC slabs 5 cms thick for wall shelves with 12mm and down size jelly cement concrete design mix M20 including CM 1:3 plaster finishing, curing etc., complete (excluding the cost of steel and fabrication charges). 4.58 Providing RCC design mix M20 using granite metal 20mm and down size for 7.5 cms thick solid parapet or perforated as per design, specification and directions. (exclusive of cost of steel and fabrication charges) including necessary centring, form work and finishing smooth with CM (1:3) etc., complete. 4.58.1 Providing RCC design mix M20 using granite metal 20mm and down size for 7.5 cms thick solid parapet or perforated as per design, specification and directions. (exclusive of cost of steel and fabrication charges) including necessary centring, form work and finishing smooth with CM (1:3) etc., complete. 7.5 cms thick 4.58.2 Providing RCC design mix M20 using granite metal 20mm and down size for 7.5 cms thick solid parapet or perforated as per design, specification and directions. (exclusive of cost of steel and fabrication charges) including necessary centring, form work and finishing smooth with CM (1:3) etc., complete. 10 cms thick

Sqm

Sqm

Sqm

4035.00

3905.00

3695.00

3400.00

4649.00

4097.00

4028.00

72.45

97.72 5095.00

4928.00

4176.00

4054.00

4114.00

3984.00

5095.00

4928.00

4176.00

368.00

413.00

14.28

12.78 12.78 255.00

189.00

151.00

721.00

160.00

234.00

450.00

600.00

750.00

900.00

1125.00

1350.00

1575.00

1800.00

258.00

202.00

253.00

599.00

175.00

234.00 477.00

183.00

333.00

350.00

314.00

286.00

450.00

180.00

0.00

145.00

168.00

33.35

33.60

5718.00

6000.00

33.31

0.00

5419.00

0.00

5419.00

5660.00

5990.00

6490.00

6990.00

133.00 60.00 0.00

250.00

300.00

693.00

395.00

535.00

404.00

434.00

0.00

354.00

500.00

5.STONE WORK 5.1 KSRB 5-1.1 : Providing and constructing granite / trap / basalt rubble stone masonry in foundation with mud mortar ( uncoursed ), bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.12 5.2 KSRB 5.1-2 : Providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1:8 ( uncoursed ), bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.12 5.3 KSRB 5.1-3 : Providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1:6 (uncoursed ), bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.12 5.4 KSRB 5.2-1 : Providing and constructing granite / trap / basalt size stone masonry in foundation with mud mortar, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.12 5.5 KSRB 5.2-2 : Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:8, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 5.6 KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 5.7 KSRB 5.3-1 : Providing and constructing granite / trap / basalt size stone masonry in basement with mud mortar, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 5.8 KSRB 5.3-2 : Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:8, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 5.9 KSRB 5.3-3 : Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13

cum

1482.00

cum

2300.00

cum

2400.00

cum

2349.00

cum

3708.00

cum

3200.00

cum

3026.00

cum

3755.00

cum

3878.00

5.10 KSRB 5.4-1 : Providing and constructing granite / trap / basalt size stone masonry in superstructure with mud mortar, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications. KBS 5.1.13

cum

3178.00

5.11 KSRB 5.4-2 : Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:8, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications. KBS 5.1.13

cum

3907.00

5.12 KSRB 5.4-3 : Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:6 , edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications. KBS 5.1.13

cum

4030.00

5.13 KSRB 5.4-4 : Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:4 , edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications. KBS 5.1.13

cum

4297.00

5.14 KSRB 5-5 : Extra lift charges for size stone masonry above ground floor for every additional floor. KBS 5.1.13 5.15 KSRB 5-6 : Extra for constructing stone masonry in square or rectangular pillars complete as per specifications. KBS 5.1.13

cum

137.00

cum

210.00

5.16 KSRB 5-7 : Extra for constructing masonry in circular pillars including cost of extra materials and labour complete as per specifications. KBS 5.1.13 5.17 KSRB 5-8.1 : Providing one line dressing to granite stone slab / granite stone masonry as per specifications. KBS 5.1.13

cum

499.00

Sqm

382.00

5.18 KSRB 5-8.2 : Providing two line dressing to granite stone slab / granite stone masonry as per specifications. KBS 5.1.13

Sqm

636.00

5.19 KSRB 5-8.3 : Proiding three line dressing to granite stone slab / granite stone masonry as per specifications. KBS 5.1.13

Sqm

890.00

5.20 KSRB 5-8.4 : Providing pulmane finish only on three line dressed surface as per specifications. KBS 5.1.13 5.21 KSRB 5-8.5 : Providing quoin dressing to stone masonry and stone slabs, two line 5 cms wide on each face as per specifications. (measurement including mortar joints ) KBS 5.1.13 5.22 KSRB 5-9 : Providing chamfering edges to stone slab 2.5 cms. wide as per specifications. ( only chamfered length shall be recorded ) KBS 5.1.13 5.23 KSRB 5-10 : Providing hammer dressing to size stones as per specifications. KBS 5.1.13.3

Sqm

251.00

M

63.60

M

24.70

No

4.49

5.24 KSRB 5-11 : Providing and constructing load bearing wall with cement concretecavities blocks ( hollow blocks ) of proportion 1:5:3 blocks of size 40x20x20cms. ( lxbxh ) strength not less than 50 kg. per sqm with cement mortar 1:4 conforming to I.S. 2185 of 1967 having not less than 40mm. shell thickness with two or more large cavities and having solid material between including cost of materials, labour charges, scaffolding, curing complete as per specifications. KBS No.5.4

Sqm

583.00

5.25 KSRB 5-12 : Providing and constructing load bearing wall with cement concrete cavities blocks ( hollow blocks ) of proportion 1:5:3 blocks of size 40x20x20cms. ( lxbxh ) strength not less than 35 kg. per sqm with cement mortar 1:4 conforming to I.S. 2185 of 1965 having not less than 40mm. shell thickness with two or more large cavities and having solid material between including cost of materials, labour charges, scaffolding, curing complete as per specifications.

Sqm

575.00

5.26 KSRB 5-13 : Providing and constructing non-load bearing wall with cement concrete cavities blocks ( hollow blocks ) of proportion 1:5:3 blocks of size 40x10x20cms. ( lxbxh ) strength not less than 35 kg. per sqm with cement mortar 1:4 conforming to I.S. 2185 of 1967 having not less than 40mm shell thickness 50% of total volume of block having two large cavities with 20mm. wall thickness in between including cost of materials, labour charges, scaffolding, curing complete as per specifications.

Sqm

426.70

5.27 KSRB 5-14 : Providing and constructing precast concrete solid blocks with compressive strength not less than 35 Kg/sqm with cement mortar 1:4 masonry (quoin, Jamb, closer blocks ) with solid concrete blocks of size 40x20x20cms conforming to I.S: 2185/1965 in superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications.

Sqm

743.00

5.28 KSRB 5-15 : Providing and constructing non-load bearing wall with cement concrete solid blocks with compressive strength not less than 35 Kg/sqm with cement mortar 1:4 ( Jamb, closer blocks ) with blocks of size 40x10x20cms. ( lxbxh ) conforming to I.S : 2185/1965 in superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications.

Sqm

474.00

5.29 Providing and fixing Pre cast solid concrete kerb stones made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting etc., complete. 5.29.1 Providing and fixing Pre cast solid concrete kerb stones made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting etc., complete. of size 450 x 200 x 400 mm 5.29.2

Providing and fixing Pre cast solid concrete kerb stones made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting etc., complete. of size 450 x 150 x 500 mm

0.00

No

271.00

No

262.00

5.30.b

5.29(b) Providing and fixing pre cast solid cement concrete kerb stones made out of C.C. 1:2:4 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting, including formwork, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transportation etc., complete. 5.29(b)

5.31 Providing granite slabs of selected quality roughly dressed and fixed in cement mortar (1:6) including fixing curing etc., complete. 5.31.1 Providing granite slabs of selected quality roughly dressed and fixed in cement mortar (1:6) including fixing curing etc., complete. 7.5 cms thick 5.31.2 Providing granite slabs of selected quality roughly dressed and fixed in cement mortar (1:6) including fixing curing etc., complete. 10 cms thick 5.32 Removing B.S. slab of Drain and stacking. 5.33 Refixing stone slabs of drains and pointing in C.M (1:3). 5.34 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in foundation with cement mortar 1:8 ( uncoursed ), bond stones at two mtr apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts 5.35 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in foundation with cement mortar 1:6 ( uncoursed ), bond stones at two mtr apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts. 5.36 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in foundation with cement mortar 1:8 stone hammered, dressed in course not less than 20cms high bond stone at 2mtrs. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts. 5.37 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in foundation with cement mortar 1:6 stone hammered, dressed in course not less than 20cms high bond stone at 2mtrs. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts. 5.38 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in basement with cement mortar 1:8 edges of stone, chistle dressed in course not less than 15cms high bond stones at 2mtrs. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts. 5.39 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in basement with cement mortar 1:6 edges of stone, chistle dressed in course not less than 15cms high bond stones at 2mtrs. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts

No

231.00

0.00

Sqm

317.00

Sqm

423.00

Sqm Sqm cum

43.98 56.00 2050.00

cum

2200.00

cum

2670.00

cum

2800.00

cum

3200.00

cum

3320.00

5.4 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in super structure with cement mortar 1:8 edges of stone, chistle dressed in course not less than 15cms high bond stones at 2mtrs. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts 5.41 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in super structure with cement mortar 1:6 edges of stone, chistle dressed in course not less than 15cms high bond stones at 2mtrs. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts. 5.42 Providing and constructing sand stone/Quartzite/iron / rubble stone masonry in super structure with cement mortar 1:4 edges of stone, chistle dressed in course not less than 15cms high bond stones at 2mtrs. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lifts. 5.43 Providing sand stone/Quartzite/iron / stone pitching on slope using stone of approved size and packing quarry spails as per drawings including cost of materials, labour, complete as per specifications with all lead and lifts.

cum

3350.00

cum

3480.00

cum

3740.00

cum

820.00

6.1

6.BRICK WORK KSRB 6-1.1 :Providing and constructing burnt brick masonry with approved qualityof non-modular bricks of standard size of class designation 35 with mud mortar for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 KSRB 6-1.2 : Providing and constructing burnt brick masonry for basement and superstructure with approved quality of nonmodular bricks of standard size of class designation 35 with cement mortar1:8 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 KSRB 6-1.3 : Providing and constructing burnt brick masonry for basement and superstructure with approved quality of nonmodular bricks of standard size of class designation 35 with cement mortar 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 KSRB 6-2.1 : Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 50 (table moulded) with mud mortar for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

2955.00

cum

3600.00

cum

3700.00

cum

3405.00

6.5 KSRB 6-2.2 : Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 50 (table moulded) with cement mortar 1:8 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

4103.00

6.6 KSRB 6-2.3 : Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 50 (table moulded) with cement mortar 1:6 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

4225.00

6.7 KSRB 6-2.4 : Providing and constructing burnt brick masonry with approved quality class designation 50 with cement mortar 1:4 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

4453.00

6.2

6.3

6.4

6.8 KSRB 6-3.1 : Providing and constructing burnt brick masonry with approved qualityof non-modular bricks of standard size of class designation 75 with cement mortar 1:8 for basement and superstructure (Machine moulded Wirecut bricks) with cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

6416.00

6.9 KSRB 6-3.2 : Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 75 with cement mortar 1:6 for basement and superstructure ( Machine moulded Wirecut bricks ) with cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

6521.00


cum

6749.00


cum

6977.00

6.12 KSRB 6-4.1 : Providing and constructing burnt brick masonry with approved quality of modular bricks ground moulded of standard size of class designation 35 with mud mortar for basement and superstructure with cost of materials, labour charges, scaffolding, curing complete as per specifications.

cum

3416.00

6.13 KSRB 6-4.2 : Providing and constructing burnt brick masonry with approved quality of modular bricks ground moulded of standard size of class designation 35 with cement mortar1:8 for basement and superstructure with cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 6.14 KSRB 6-4.3 : Providing and constructing burnt brick masonry with approved quality of modular bricks ground moulded of standard size of class designation 35 with cement mortar1:6 for basement and superstructure with cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

4003.00

cum

4095.00

6.15 KSRB 6-5.1 : Providing and constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 50 (table moulded) with mud mortar for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

3722.00

6.16 KSRB 6-5.2 : Providing and constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 50 (table moulded) with cement mortar 1:8 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

4353.00

6.17 KSRB 6-5.3 : Providing and constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 50 (table moulded) with cement mortar 1:6 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

4445.00

6.18 KSRB 6-5.4 : Providing and constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 50 (table moulded) with cement mortar 1:4 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications.

cum

4644.00

6.19 KSRB 6-6.1 : Providing and constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 75 ( Machine moulded Wirecut bricks ) with cement mortar 1:8 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

7408.00

6.2 KSRB 6-6.2 :Providing and constructing burnt brick masonry with approved qualityof modular bricks of standard size of class designation 75 ( Machine moulded Wirecut bricks ) with cement mortar 1:6 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

cum

7500.00


cum

7699.00


cum

7899.00

6.23 KSRB 6-7.1 :Construction of partition wall 11.2 cms thick with non modular ground moulded burnt bricks of class designation 35 with cement mortar 1:4 inlcuding providing and fixing plaster mesh manufactured out of hot dipped galvanised iron of nominal thickness 0.35 mm. 100 mm. wide as per I.S. 2212/1991 at 7.5 m. c to c including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

Sqm

524.00

6.24 KSRB 6-7.2 : Construction of partition wall 11.2 cms thick with non modular table moulded burnt bricks of class designation 50 with cement mortar 1:4 including providing and fixing plaster mesh manufactured out of hot dipped galvanised iron of nominal thickness 0.35 mm. 100 mm. wide as per I.S. 2212/1991 at 7.5 m. c to c including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

Sqm

605.00

6.25 KSRB 6-7.3 : Construction of partition wall 11.2 cms thick with nonmodular ground moulded burnt bricks of class designation 35 with cement mortar 1:4 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 6.26 KSRB 6-7.4 :Construction of partition wall 11.2 cms thick with nonmodular table moulded burnt bricks of class designation 50 with cement mortar 1:4 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

Sqm

499.00

Sqm

565.00

6.27 KSRB 6-8.1 :Construction of partition wall 10 cms thick with ground moulded modular burnt bricks of class designation 35 with cement mortar 1:4 including providing and fixing plaster mesh manufactured out of hot dipped gelvanised iron of nominal thickness 0.35 mm. 100 mm. wide as per I.S. 2212/1991 at 7.5 m. c to c including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

Sqm

512.00

6.28 KSRB 6-8.2 : Construction of partition wall 10 cms thick with table moulded modular burnt bricks of class designation 50 with cement mortar 1:4 including providing and fixing plaster mesh manufactured out of hot dipped gelvanised iron of nominal thickness 0.35 mm. 100 mm. wide as per I.S. 2212/1991 at 7.5 m. c to c including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

Sqm

550.00

6.29 KSRB 6-8.3 :Construction of partition wall 10 cms thick with ground moulded modular burnt bricks of class designation 35 with cement mortar 1:4 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 6.3 KSRB 6-8.4 :Construction of partition wall 10 cms thick with table moulded modular burnt bricks of class designation 50 with cement mortar 1:4 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2

Sqm

441.00

Sqm

510.00

7.STEEL AND ALLUMINIUM WORK 7.1 KSRB 7.1 : Providing and fixing in position collapsible steel shutters with single

Sqm

or double leaf with vertical channel 20mmx10mmx2mm braced with flat iron diagonals 20mmx5mm size, with top and bottom rails of T iron sections of 40x40x6 mm with 38mm dia steel pulleys complete with bolt and nuts, locking arrangements, stoppers, handles on both sides with 7.5cms openings at 10 cms. c to c applying a priming coat of red lead paint. cost of materials, labour, HOM of machinery complete as per specifications. size of gate 2.4mx1.4m Specification No. KBS 7.7 / 7.12 7.2 KSRB 7.2 : Providing and fixing 1mm thick M.S. sheet sliding shutters with

Sqm

frame and diagonal braces of 40x40x6 mm angle Iron 3.15mm thick M.S. Gusset plates at junctions and corners, 25mm dia pulley, 40x40x6 mm angles and T iron guide rail top and bottom respectively with handles, stoppers and locking arrangements etc., including applying a priming coat of red lead paint cost of materials, labour, HOM of machinery complete as per specifications. 1 double leaf door of size 2.4x2.4m Specification No. KBS 7.8 / 7.12 7.3 KSRB 7.3 : Providing and fixing 1mm thick M.S. sheet garage door with frame

Sqm

and diagonal braces of size 40x40x6 mm angle Iron, 3.15mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applying a priming coat of red lead paint cost of materials, labour, HOM of machinery complete as per specifications. Double leaf door of size 2.4x2.4m Specification No. KBS 7.9 / 7.12 7.4 KSRB 7.4 : Providing and fixing 1mm thick M.S. sheet garage door with frame

Sqm

and diagonal braces of size 40x40x6 mm angle Iron, using M.S. flats 30x6 mm for diagonal braces and central cross pieces 3.15mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applying a priming coat of red lead paint cost of materials, labour, HOM of machinery complete as per specifications. 1 double leaf door of size 2.4x2.4m Specification No. KBS 7.9 / 7.12 7.5 KSRB 7.5 : Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside & outside locking with push & pull operations complete including pulling hooks, 4Nos. handles with all fittings and accessories, painted with a coat of red lead paint (without top cover) cost of materials, labour, HOM of machinery complete as per specifications. Shutter size 3mx2.8 m Specification No. KBS 7.10 / 7.12

Sqm

7.6 KSRB 7.6 : Providing and fixing top covers made out of 20 guage M.S. sheet

M

over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting , materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 7.10.6 / 7.12 7.7 KSRB 7.7 : Providing and fixing in position in cement concrete 1:3:6 steel

Sqm

glazed windows and ventilators side hung/top hung fully openable as per approved drawings using Z angles of 25x33x3mm, weighing 1.419 Kg/m both for outer and inner frames and central mullion section of size 25x46x3mm. weighing 2.28Kg/m duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows not more than 34 cms. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length welded and electrically grinded subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12.1 / 7.12.2 / 7.12.3 / 7.12 7.8 KSRB 7.8 : Providing and fixing in position in cement concrete 1:3:6 steel

Sqm

glazed windows and ventilators side hung/top hung 2/3 openable 1/3 fixed as per approved drawings using Z angles of 25x33x3mm, weighing 1.419 kg/m both for outer and inner frames and central mullion section of size 25x46x3mm, weighing 2.28kg/m all duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows, not more than 34 cms. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length welded and grinded electrically subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour charges and HOM of machinery complete as per specifications. 7.9 KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12

kgs

7.1 KSRB 7.10 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg./m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any Specification No. KBS 7.10.1 KSRB 7.10 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg./m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any Specification No. KBS using aluminium section anodized to 12 15 microns.

Sqm

7.10.2 KSRB 7.10 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg./m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any Specification No. KBS using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyester grade powder of approved quality. 7.11 KSRB 7.11 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using three track window frame of size 92x31.75mm bottom section 1.3mm thick, weight 1.07kg/m; sides and top sections 1.3 mm, thick, weight 0.933 kg/m.shutter frame section comprising top and bottom section of size 40mmx18mm, wall thickness 1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness

1.25mm.

weight

0.417

kg/m,

shutter

interlock

section

40mmx26.7mm wall thickness 1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading all aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be, with necessary steel screws, raul plugs or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar.

Sqm

7.11.1 KSRB 7.11 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using three track window frame of size 92x31.75mm bottom section 1.3mm thick, weight 1.07kg/m; sides and top sections 1.3 mm, thick, weight 0.933 kg/m.shutter frame section comprising top and bottom section of size 40mmx18mm, wall thickness 1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading all aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be, with necessary steel screws, raul plugs or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar. using aluminium section anodized to 12 - 15 microns.

Sqm

7.11.2 KSRB 7.11 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using three track window frame of size 92x31.75mm bottom section 1.3mm thick, weight 1.07kg/m; sides and top sections 1.3 mm, thick, weight 0.933 kg/m.shutter frame section comprising top and bottom section of size 40mmx18mm, wall thickness 1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading all aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be, with necessary steel screws, raul plugs or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyester grade powder of approved quality.

Sqm

7.12 KSRB 7.12 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using four track window frame of size 122.2x31.75mm. for bottom section 1.1mm thick, weight 1.205 kg/m; sides and top sections 1.2 mm. thick weight 1.093 kg/m; shutter section comprising top and bottom section of size 40mmx18mm wall thickness 1.25mm. weight 0.417 kg./m, shutter sideouter 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. weight 0.469 kg/m; shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles, tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading including cutting to required length, joints mitred subdividing the frame, tenonned and rivetted in the assembled frame to be stiffened with end clips at corners, angles etc.; fixed to the walls, lintels, floor beams;cills, as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar; aluminium sections pretreated for removal of any rust and coated with greasy materials for non adhesion of mortar and other sticky materials; ( this coating should be cleaned after installation ) including cost of materials, fixtures, labour and HOM of machinery complete as per specifications.

7.12.1 KSRB 7.12 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using four track window frame of size 122.2x31.75mm. for bottom section 1.1mm thick, weight 1.205 kg/m; sides and top sections 1.2 mm. thick weight 1.093 kg/m; shutter section comprising top and bottom section of size 40mmx18mm wall thickness 1.25mm. weight 0.417 kg./m, shutter sideouter 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. weight 0.469 kg/m; shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles, tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading including cutting to required length, joints mitred subdividing the frame, tenonned and rivetted in the assembled frame to be stiffened with end clips at corners, angles etc.; fixed to the walls, lintels, floor beams;cills, as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar; aluminium sections pretreated for removal of any rust and coated with greasy materials for non adhesion of mortar and other sticky materials; ( this coating should be cleaned after installation ) including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section anodized to 12 - 15 microns.

Sqm

7.12.2 KSRB 7.12 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using four track window frame of size 122.2x31.75mm. for bottom section 1.1mm thick, weight 1.205 kg/m; sides and top sections 1.2 mm. thick weight 1.093 kg/m; shutter section comprising top and bottom section of size 40mmx18mm wall thickness 1.25mm. weight 0.417 kg./m, shutter sideouter 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. weight 0.469 kg/m; shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles, tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading including cutting to required length, joints mitred subdividing the frame, tenonned and rivetted in the assembled frame to be stiffened with end clips at corners, angles etc.; fixed to the walls, lintels, floor beams;cills, as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar; aluminium sections pretreated for removal of any rust and coated with greasy materials for non adhesion of mortar and other sticky materials; ( this coating should be cleaned after installation ) including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyester grade powder of approved quality.

7.13 KSRB 7.13 : Providing and fixing aluminium casement windows, combination of fixed glazing at top fully openable windows using Z sections of 33mm, web thickness 4mm, weight 0.663 kg/m; central mullion section 59x33mm with web thickness 3mm section weight 1.123kg/m; the shutters on aluminium hinges with approved quality of fixtures such as aluminium tower bolts, handles, stays etc., providing and fixing 5.5mm plain glass for shutters fitted with glazed clips 19mmx17.3mmx11mm. 0.9mm thick and rubber beading, aluminium sections cutting to required length, joints metered, subdividing the frame tennoned and rivetted, assembled frame to be stiffened with end clips at corner, angles and fixed to wall, lintel beam, floor;cill, as the case may be with necessary screws, rawl plugs, cutting masonry or concrete and making good the orginal surface; aluminium surface pretreated for removal of any rust and coated with greasy materials for nonadherence of mortar or any other sticky materials; (coating removed after instalation) and throughly cleaned free from dirt, rust etc., including cost of materials, fixtures, labour and HOM of machinery complete as per specifications.

Sqm

7.13.1 KSRB 7.13 : Providing and fixing aluminium casement windows, combination of fixed glazing at top fully openable windows using Z sections of 33mm, web thickness 4mm, weight 0.663 kg/m; central mullion section 59x33mm with web thickness 3mm section weight 1.123kg/m; the shutters on aluminium hinges with approved quality of fixtures such as aluminium tower bolts, handles, stays etc., providing and fixing 5.5mm plain glass for shutters fitted with glazed clips 19mmx17.3mmx11mm. 0.9mm thick and rubber beading, aluminium sections cutting to required length, joints metered, subdividing the frame tennoned and rivetted, assembled frame to be stiffened with end clips at corner, angles and fixed to wall, lintel beam, floor;cill, as the case may be with necessary screws, rawl plugs, cutting masonry or concrete and making good the orginal surface; aluminium surface pretreated for removal of any rust and coated with greasy materials for nonadherence of mortar or any other sticky materials; (coating removed after instalation) and throughly cleaned free from dirt, rust etc., including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section anodized to 12 - 15 microns.

Sqm

7.13.2 KSRB 7.13 : Providing and fixing aluminium casement windows, combination of fixed glazing at top fully openable windows using Z sections of 33mm, web thickness 4mm, weight 0.663 kg/m; central mullion section 59x33mm with web thickness 3mm section weight 1.123kg/m; the shutters on aluminium hinges with approved quality of fixtures such as aluminium tower bolts, handles, stays etc., providing and fixing 5.5mm plain glass for shutters fitted with glazed clips 19mmx17.3mmx11mm. 0.9mm thick and rubber beading, aluminium sections cutting to required length, joints metered, subdividing the frame tennoned and rivetted, assembled frame to be stiffened with end clips at corner, angles and fixed to wall, lintel beam, floor;cill, as the case may be with necessary screws, rawl plugs, cutting masonry or concrete and making good the orginal surface; aluminium surface pretreated for removal of any rust and coated with greasy materials for nonadherence of mortar or any other sticky materials; (coating removed after instalation) and throughly cleaned free from dirt, rust etc., including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyester grade powder of approved quality.

Sqm

7.14 KSRB 7.14 : Providing, fabricating, assembling and fixing in position aluminium partitions using sections in combination of plain, single grove and double grove as per requirements for the frames of overall size 101.6mm x 44.45mm, 3.18mm.thick having section weight, plain sections 2.40kg/m single grove section 2.541kg/m. and double grovesection 2.683 kg/m and bottom 46 kg/m; aluminium louvres of size 77.6mmx27.6mm 1.7mm. thick section weight 0.483kg/m; bottom portions provided with 12mm. thick prelaminated sheet both side of approved colour lamination exterior grade; aluminium sections of mat finish or glossy finish using section, spacing of vertical member shall not exceed 0.6 m. c to c; sections are cut to the required lengths, joints mitered and corners grinded subdividing frames tennoned and rivetted to the frames, the assembled frame should be stiffened with corner angles stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C.columns or masonry on sides, R.C.C. lintels or beams at top and floor at bottom, including cutting chistling and making good with cement mortar to match the surface, providing and fixing bottom panel filled with the materials to a height of 0.9m. from floor level; and 5.5mm. thick plain glass for middle portion viz., 0.9m. to 2.13 m. and top panel with lower sections, the glass and panels fitted with glazing clips of 19mmx17.3mm. with thickness of 0.9mm. weight 0.124kg/m; aluminium sections pre-treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherence of mortars or any other sticky materials; vertical members embedded in the flooring by making suitable size holes and fixing with cement mortar, with necessary opening for fixing of doors of standard size (excluding cost of door opening) All the frame should be throughly cleaned free from rust, scale or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications.

7.14.1 KSRB 7.14 : Providing, fabricating, assembling and fixing in position aluminium partitions using sections in combination of plain, single grove and double grove as per requirements for the frames of overall size 101.6mm x 44.45mm, 3.18mm.thick having section weight, plain sections 2.40kg/m single grove section 2.541kg/m. and double grovesection 2.683 kg/m and bottom 46 kg/m; aluminium louvres of size 77.6mmx27.6mm 1.7mm. thick section weight 0.483kg/m; bottom portions provided with 12mm. thick prelaminated sheet both side of approved colour lamination exterior grade; aluminium sections of mat finish or glossy finish using section, spacing of vertical member shall not exceed 0.6 m. c to c; sections are cut to the required lengths, joints mitered and corners grinded subdividing frames tennoned and rivetted to the frames, the assembled frame should be stiffened with corner angles stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C.columns or masonry on sides, R.C.C. lintels or beams at top and floor at bottom, including cutting chistling and making good with cement mortar to match the surface, providing and fixing bottom panel filled with the materials to a height of 0.9m. from floor level; and 5.5mm. thick plain glass for middle portion viz., 0.9m. to 2.13 m. and top panel with lower sections, the glass and panels fitted with glazing clips of 19mmx17.3mm. with thickness of 0.9mm. weight 0.124kg/m; aluminium sections pre-treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherence of mortars or any other sticky materials; vertical members embedded in the flooring by making suitable size holes and fixing with cement mortar, with necessary opening for fixing of doors of standard size (excluding cost of door opening) All the frame should be throughly cleaned free from rust, scale or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section anodized to 12 - 15 microns.

Sqm

7.14.2 KSRB 7.14 : Providing, fabricating, assembling and fixing in position aluminium partitions using sections in combination of plain, single grove and double grove as per requirements for the frames of overall size 101.6mm x 44.45mm, 3.18mm.thick having section weight, plain sections 2.40kg/m single grove section 2.541kg/m. and double grovesection 2.683 kg/m and bottom 46 kg/m; aluminium louvres of size 77.6mmx27.6mm 1.7mm. thick section weight 0.483kg/m; bottom portions provided with 12mm. thick prelaminated sheet both side of approved colour lamination exterior grade; aluminium sections of mat finish or glossy finish using section, spacing of vertical member shall not exceed 0.6 m. c to c; sections are cut to the required lengths, joints mitered and corners grinded subdividing frames tennoned and rivetted to the frames, the assembled frame should be stiffened with corner angles stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C.columns or masonry on sides, R.C.C. lintels or beams at top and floor at bottom, including cutting chistling and making good with cement mortar to match the surface, providing and fixing bottom panel filled with the materials to a height of 0.9m. from floor level; and 5.5mm. thick plain glass for middle portion viz., 0.9m. to 2.13 m. and top panel with lower sections, the glass and panels fitted with glazing clips of 19mmx17.3mm. with thickness of 0.9mm. weight 0.124kg/m; aluminium sections pre-treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherence of mortars or any other sticky materials; vertical members embedded in the flooring by making suitable size holes and fixing with cement mortar, with necessary opening for fixing of doors of standard size (excluding cost of door opening) All the frame should be throughly cleaned free from rust, scale or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyester grade powder

Sqm

7.15 KSRB 7.15 : Providing, fabricating, assembling and fixing in position aluminium partitions using aluminium sections of mat finish or glassy finish in combination of plain grove, single grove and double grove as per requirements for the frames of overall size 63.5mm x 38.1mm. with thickness of 2mm. having section weight, plain sections 1.054kg/m, single grove thickness 1.95mm. section weight 1.094kg/m, double grove thickness 1.9mm section weight 1.094kg/m and bottom member 114.3 mm. x 44.45mm. thickness 3.18mm. weight 2.646 kg/m; aluminium louvres section of size 36.5mmx34.93mm 1.45mm. thick section weight 0.429kg/m; bottom portions provided with 12mm. thick prelaminated sheet both sides of approved colour lamination exterior grade upto 0.9m height, spacing of vertical member not exceeding 0.6 m. c to c; sections are cut to the required lengths, joints mitered and corners grinded subdividing frames tennoned and rivetted to the frames; the assembled frame stiffened with corner angles, stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C.columns on sides, R.C.C. lintels or beams at top and floor at bottom, including cutting chistelling and making good with cement mortar to match the surface; providing and fixing 5.5mm. thick plain glass for middle portion viz., 0.9m. to 2.13 m. and top panel with louvres sections; the glass and panels fitted withglazing clips of 19mmx17.3mm. of thickness 0.9mm. weight 0.124kg/ m, aluminium sections treated for removal of any rust and prevention of further rust formation, coated with greasy materials for non-adherence of mortars or any other sticky materials; vertical members embedded in the flooring by making suitable sized holes and fixing with cement mortar, with necessary opening for fixing of door of standard size (excluding cost of door ) all the frame throughly cleaned, free from rust, scale or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications.

7.15.1 KSRB 7.15 : Providing, fabricating, assembling and fixing in position aluminium partitions using aluminium sections of mat finish or glassy finish in combination of plain grove, single grove and double grove as per requirements for the frames of overall size 63.5mm x 38.1mm. with thickness of 2mm. having section weight, plain sections 1.054kg/m, single grove thickness 1.95mm. section weight 1.094kg/m, double grove thickness 1.9mm section weight 1.094kg/m and bottom member 114.3 mm. x 44.45mm. thickness 3.18mm. weight 2.646 kg/m; aluminium louvres section of size 36.5mmx34.93mm 1.45mm. thick section weight 0.429kg/m; bottom portions provided with 12mm. thick prelaminated sheet both sides of approved colour lamination exterior grade upto 0.9m height, spacing of vertical member not exceeding 0.6 m. c to c; sections are cut to the required lengths, joints mitered and corners grinded subdividing frames tennoned and rivetted to the frames; the assembled frame stiffened with corner angles, stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C.columns on sides, R.C.C. lintels or beams at top and floor at bottom, including cutting chistelling and making good with cement mortar to match the surface; providing and fixing 5.5mm. thick plain glass for middle portion viz., 0.9m. to 2.13 m. and top panel with louvres sections; the glass and panels fitted withglazing clips of 19mmx17.3mm. of thickness 0.9mm. weight 0.124kg/ m, aluminium sections treated for removal of any rust and prevention of further rust formation, coated with greasy materials for non-adherence of mortars or any other sticky materials; vertical members embedded in the flooring by making suitable sized holes and fixing with cement mortar, with necessary opening for fixing of door of standard size (excluding cost of door ) all the frame throughly cleaned, free from rust, scale or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section anodized to 12 - 15 microns.

Sqm

7.15.2 KSRB 7.15 : Providing, fabricating, assembling and fixing in position aluminium partitions using aluminium sections of mat finish or glassy finish in combination of plain grove, single grove and double grove as per requirements for the frames of overall size 63.5mm x 38.1mm. with thickness of 2mm. having section weight, plain sections 1.054kg/m, single grove thickness 1.95mm. section weight 1.094kg/m, double grove thickness 1.9mm section weight 1.094kg/m and bottom member 114.3 mm. x 44.45mm. thickness 3.18mm. weight 2.646 kg/m; aluminium louvres section of size 36.5mmx34.93mm 1.45mm. thick section weight 0.429kg/m; bottom portions provided with 12mm. thick prelaminated sheet both sides of approved colour lamination exterior grade upto 0.9m height, spacing of vertical member not exceeding 0.6 m. c to c; sections are cut to the required lengths, joints mitered and corners grinded subdividing frames tennoned and rivetted to the frames; the assembled frame stiffened with corner angles, stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C.columns on sides, R.C.C. lintels or beams at top and floor at bottom, including cutting chistelling and making good with cement mortar to match the surface; providing and fixing 5.5mm. thick plain glass for middle portion viz., 0.9m. to 2.13 m. and top panel with louvres sections; the glass and panels fitted withglazing clips of 19mmx17.3mm. of thickness 0.9mm. weight 0.124kg/ m, aluminium sections treated for removal of any rust and prevention of further rust formation, coated with greasy materials for non-adherence of mortars or any other sticky materials; vertical members embedded in the flooring by making suitable sized holes and fixing with cement mortar, with necessary opening for fixing of door of standard size (excluding cost of door ) all the frame throughly cleaned, free from rust, scale or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using anodized to 12 assembling - 15 microns. 7.16 aluminium KSRB 7.16 :section Providing, fabricating, and fixing in position aluminium shutters to the existing door frame in the partition using 47.62x44.45mm section thickness 3.18mm, weight 1.505kg/m for vertical frame; 47.62x44.45 thickness of 3mm, weight 1.42kg/m for top section, 49.91mmx44.45mm with wall thickness 3mm, weight 1.495kg/ m for central rail; and 114.3mmx44.45mm thickness 3.18mm, weight 2.646kg/m for bottom rail; aluminium sections and cut to length joint metred and corners grinded, the bottom rail and top rail hinged or pivoted, opening arrangements including providing and fixing standard approved accessories, such as aluminium handles, tower bolts, lock, pivots: hinges P.V.C. or rubber gasket, 12mm prelaminated sheets ( Novopan) exterior grade of approved colour both sides same colour for bottom panel of maximum height 0.90m and 5.5mm thick plain glass for top panel ( Novopan ) and glass fixed with glazed clips 19mmx17.3mmx11mm, 0.9mm thick, weight 0.124kg/m; aluminium sections treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials, including cost of materials, fixtures, labour and HOM of machinery complete as per specifications.

Sqm

7.16.1 KSRB 7.16 : Providing, fabricating, assembling and fixing in position aluminium shutters to the existing door frame in the partition using 47.62x44.45mm section thickness 3.18mm, weight 1.505kg/m for vertical frame; 47.62x44.45 thickness of 3mm, weight 1.42kg/m for top section, 49.91mmx44.45mm with wall thickness 3mm, weight 1.495kg/ m for central rail; and 114.3mmx44.45mm thickness 3.18mm, weight 2.646kg/m for bottom rail; aluminium sections and cut to length joint metred and corners grinded, the bottom rail and top rail hinged or pivoted, opening arrangements including providing and fixing standard approved accessories, such as aluminium handles, tower bolts, lock, pivots: hinges P.V.C. or rubber gasket, 12mm prelaminated sheets ( Novopan) exterior grade of approved colour both sides same colour for bottom panel of maximum height 0.90m and 5.5mm thick plain glass for top panel ( Novopan ) and glass fixed with glazed clips 19mmx17.3mmx11mm, 0.9mm thick, weight 0.124kg/m; aluminium sections treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials, including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section anodized to 12 - 15 microns.

Sqm

7.16.2 KSRB 7.16 : Providing, fabricating, assembling and fixing in position aluminium shutters to the existing door frame in the partition using 47.62x44.45mm section thickness 3.18mm, weight 1.505kg/m for vertical frame; 47.62x44.45 thickness of 3mm, weight 1.42kg/m for top section, 49.91mmx44.45mm with wall thickness 3mm, weight 1.495kg/ m for central rail; and 114.3mmx44.45mm thickness 3.18mm, weight 2.646kg/m for bottom rail; aluminium sections and cut to length joint metred and corners grinded, the bottom rail and top rail hinged or pivoted, opening arrangements including providing and fixing standard approved accessories, such as aluminium handles, tower bolts, lock, pivots: hinges P.V.C. or rubber gasket, 12mm prelaminated sheets ( Novopan) exterior grade of approved colour both sides same colour for bottom panel of maximum height 0.90m and 5.5mm thick plain glass for top panel ( Novopan ) and glass fixed with glazed clips 19mmx17.3mmx11mm, 0.9mm thick, weight 0.124kg/m; aluminium sections treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials, including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyester grade powder of approved quality.

Sqm

7.17 KSRB 7.17 : Providing, fabricating, assembling and fixing in position aluminium doors using following aluminium mat finish or glossy finish, outer frame plain section 101.6x44.45mm thickness 3.18mm, section weight 2.404 kg/m, door shutters vertical section 44.62x44.45mm thickness 3.18mm, section weight 1.505kg/m, top section 47.62x44.45mm thickness 3.00mm, section weight 1.426kg/m bottom section 114.3x44.45 thickness 3.18mm, section weight 2.646kg/m, door central section 49.91x44.45mm thickness 3.00mm, section weight 1.495 kg/m glazing clips 19x17.3x11mm thickness 0.9mm section weight 0.124kg/m; aluminium sections cut to length joint metred cornersgrinded, the shutters pivoted opening arrangement with heavy duty aluminium alloy automatic door closures floor mounted, providing and fixing standard approved accessories, such as aluminium handle for full width or length, tower bolts, lock, pivots: P.V.C. or rubber gasket with 5.5m. thick plain glass for top and bottom panel; aluminium sections treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials; the assembled frame fitted with the corner angles, strips and fitted with screws, rawl plugs or teakwood gutties to R.C.C. columns or masonry on sides. beams and flooring in bottom. including cutting, chistling and making good with cement mortar to match the surface; all the frames throughly cleaned free from rust, scale, or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications.

7.17.1 KSRB 7.17 : Providing, fabricating, assembling and fixing in position aluminium doors using following aluminium mat finish or glossy finish, outer frame plain section 101.6x44.45mm thickness 3.18mm, section weight 2.404 kg/m, door shutters vertical section 44.62x44.45mm thickness 3.18mm, section weight 1.505kg/m, top section 47.62x44.45mm thickness 3.00mm, section weight 1.426kg/m bottom section 114.3x44.45 thickness 3.18mm, section weight 2.646kg/m, door central section 49.91x44.45mm thickness 3.00mm, section weight 1.495 kg/m glazing clips 19x17.3x11mm thickness 0.9mm section weight 0.124kg/m; aluminium sections cut to length joint metred cornersgrinded, the shutters pivoted opening arrangement with heavy duty aluminium alloy automatic door closures floor mounted, providing and fixing standard approved accessories, such as aluminium handle for full width or length, tower bolts, lock, pivots: P.V.C. or rubber gasket with 5.5m. thick plain glass for top and bottom panel; aluminium sections treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials; the assembled frame fitted with the corner angles, strips and fitted with screws, rawl plugs or teakwood gutties to R.C.C. columns or masonry on sides. beams and flooring in bottom. including cutting, chistling and making good with cement mortar to match the surface; all the frames throughly cleaned free from rust, scale, or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section anodized to 12 - 15 microns.

Sqm

7.17.2 KSRB 7.17 : Providing, fabricating, assembling and fixing in position aluminium doors using following aluminium mat finish or glossy finish, outer frame plain section 101.6x44.45mm thickness 3.18mm, section weight 2.404 kg/m, door shutters vertical section 44.62x44.45mm thickness 3.18mm, section weight 1.505kg/m, top section 47.62x44.45mm thickness 3.00mm, section weight 1.426kg/m bottom section 114.3x44.45 thickness 3.18mm, section weight 2.646kg/m, door central section 49.91x44.45mm thickness 3.00mm, section weight 1.495 kg/m glazing clips 19x17.3x11mm thickness 0.9mm section weight 0.124kg/m; aluminium sections cut to length joint metred cornersgrinded, the shutters pivoted opening arrangement with heavy duty aluminium alloy automatic door closures floor mounted, providing and fixing standard approved accessories, such as aluminium handle for full width or length, tower bolts, lock, pivots: P.V.C. or rubber gasket with 5.5m. thick plain glass for top and bottom panel; aluminium sections treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials; the assembled frame fitted with the corner angles, strips and fitted with screws, rawl plugs or teakwood gutties to R.C.C. columns or masonry on sides. beams and flooring in bottom. including cutting, chistling and making good with cement mortar to match the surface; all the frames throughly cleaned free from rust, scale, or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyester grade powder of approved quality.

Sqm

7.18 Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for straight Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x3mm C section or equalent. The panel should consist of 2.5 mm thermoplastic core of antitoxic LDPE sandwiched between 0.25 skins thick aluminium sheet making a total panel thickness of 3mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done using weather sealant of Dow Corning 789 with necessary rods etc., complete.

Sqm

7.19 Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for curved Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x3mm C section or equalent. The panel should consist of 2.5 mm thermoplastic core of antitoxic LDPE sandwiched between 0.25 skins thick aluminium sheet making a total panel thickness of 3mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done using weather sealant necessary rods etc., complete.

Sqm

7.2 Providing, fabricating and fixing of stick type structural glazing using Alluminium Extrusions of 63.5 mm x 58.00 mmx 2.25 mm of 1.73 kgs/ mtr for vertical and Horizontal members and 63.5 mm x 38.1 x 1.33 mm of 0.759 kg/Mtr, as outer frame with Electro Anodized Paint coated block finishing, using 6mm thick imported glass reflective hard coatedocean blue raw glass with all necessary accesories like ultra glass Silicon sealant of Space tape, Masking tape, Galvanized Anchaor bolt, machine screws, 6mm thick M.S. angle 50mm x 150mm x 6mm M.S. Galvanized L Brackets, structural sealent setting clocks, fasteners, wall connection etc., complete.

Sqm

7.21 "Providing fusion bonded epoxy coating not less than 175 microns thickness and upto 300 microns to reinforcement of all diameters as per IS: 13620-1993 including testing of coating at plant. The rate is inclusive of cost on account of careful handling, PVC coated binding wire instead of GI Binding wire, touch up material supplied by coating agency, repair work, loading, unloading and straightening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (Inclusive of all taxes but excluding transportation charges) 7.21.1 "Providing fusion bonded epoxy coating not less than 175 microns thickness and upto 300 microns to reinforcement of all diameters as per IS: 13620-1993 including testing of coating at plant. The rate is inclusive of cost on account of careful handling, PVC coated binding wire instead of GI Binding wire, touch up material supplied by coating agency, repair work, loading, unloading and straightening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (Inclusive of all taxes but excluding transportation charges) For 10mm to 16mm dia bars

Tonne

7.21.2 "Providing fusion bonded epoxy coating not less than 175 microns thickness and upto 300 microns to reinforcement of all diameters as per IS: 13620-1993 including testing of coating at plant. The rate is inclusive of cost on account of careful handling, PVC coated binding wire instead of GI Binding wire, touch up material supplied by coating agency, repair work, loading, unloading and straightening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (Inclusive of all taxes but excluding transportation charges) For 20mm to 32mm dia bars

Tonne

7.22 Providing , fabricating, assembling and fixing in position aluminium partition using 101.60mm x 44.45mm x 3.18mm aluminium, mat finish or glossy finish , anodized sections combination of plain , single groove and double groove members should not exceed 0.60mc/c and bottom member of required lengths, joints mitred and corner grinded sub dividing assembled frame should be stiffened with corner angles. Stripped and fixed with screws rawl plug and teakwood guttas to RCC column or masonry on sides. RCC lintels or beams at top and mosaic floor at bottom; including cutting chistelling and making good with cement mortar to match the surface .Providing and fixing 12mm.thick prelaminated sheet (Ecoboard â€“ exterior grade )of approved colour for bottom panel of maximum height 0.9m, and 5.50 mm thick plain or pin headed glass for middle panel and top panel with glazing clips pf 19.05mm.x17.30mm.1.00mm. All the aluminium sections used should be treated for removal of any rust and prevention of further rust formation and coated with greasy materials for non adherence of mortar or any other sticky materials: The vertical members should be embedded in the flooring by making suitable size holes and fixing with cement mortar. All the frame should be thoroughly cleaned free from rust , scale or dirt. work should be carried out as per direction of engineer-in-charge of the work with all lead and lift as per chief Architectâ€™s drawing etc., complete to a degree of perfection.

7.22.1 Providing , fabricating, assembling and fixing in position aluminium partition using 101.60mm x 44.45mm x 3.18mm aluminium, mat finish or glossy finish , anodized sections combination of plain , single groove and double groove members should not exceed 0.60mc/c and bottom member of required lengths, joints mitred and corner grinded sub dividing assembled frame should be stiffened with corner angles. Stripped and fixed with screws rawl plug and teakwood guttas to RCC column or masonry on sides. RCC lintels or beams at top and mosaic floor at bottom; including cutting chistelling and making good with cement mortar to match the surface .Providing and fixing 12mm.thick prelaminated sheet (Ecoboard â€“ exterior grade )of approved colour for bottom panel of maximum height 0.9m, and 5.50 mm thick plain or pin headed glass for middle panel and top panel with glazing clips pf 19.05mm.x17.30mm.1.00mm. All the aluminium sections used should be treated for removal of any rust and prevention of further rust formation and coated with greasy materials for non adherence of mortar or any other sticky materials: The vertical members should be embedded in the flooring by making suitable size holes and fixing with cement mortar. All the frame should be thoroughly cleaned free from rust , scale or dirt. work should be carried out as per direction of engineer-in-charge of the work with all lead and lift as per chief Architectâ€™s drawing etc., complete to a degree of perfection. using aluminium section anodized to 12 - 15 microns.

Sqm

7.22.2 Providing , fabricating, assembling and fixing in position aluminium partition using 101.60mm x 44.45mm x 3.18mm aluminium, mat finish or glossy finish , anodized sections combination of plain , single groove and double groove members should not exceed 0.60mc/c and bottom member of required lengths, joints mitred and corner grinded sub dividing assembled frame should be stiffened with corner angles. Stripped and fixed with screws rawl plug and teakwood guttas to RCC column or masonry on sides. RCC lintels or beams at top and mosaic floor at bottom; including cutting chistelling and making good with cement mortar to match the surface .Providing and fixing 12mm.thick prelaminated sheet (Ecoboard â€“ exterior grade )of approved colour for bottom panel of maximum height 0.9m, and 5.50 mm thick plain or pin headed glass for middle panel and top panel with glazing clips pf 19.05mm.x17.30mm.1.00mm. All the aluminium sections used should be treated for removal of any rust and prevention of further rust formation and coated with greasy materials for non adherence of mortar or any other sticky materials: The vertical members should be embedded in the flooring by making suitable size holes and fixing with cement mortar. All the frame should be thoroughly cleaned free from rust , scale or dirt. work should be carried out as per direction of engineer-in-charge of the work with all lead and lift as per chief Architectâ€™s drawing etc., complete to a degree of perfection. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyester grade powder of approved quality.

Sqm

7.23 Providing and fixing door frame with or without ventilator made out of cold rolled steel section of thickness 1.25mm formed into section of 60mm x 105mm welded to form a rectangular door conforming to IS 513-1973 and phosphated and painted and with one coat of red oxideprimer, two coat of approved enamel paints the frame work with 4nos. of hold fast of size 200 x 25 x 4mm fixed in cement concrete 1:3 :6 of 20mm down size jelly and 4nos. of ISI marked hinges 125mm long welded to the frame and fixed with shutter made out of Honne wood styles and rails of 30mm thick with panels of 12mm thick â€˜Ecoboardâ€™ Plain Particle Board of exterior grade conforming to IS3087 excluding the cost of fixtures but including labour charges for fixing of fixtures.. The hollow portion of the frame to be filled with c.c1:2:4 of 20mm down size jelly.

Sqm

7.24 "Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46 x 52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion/transom and 18x31mm section is for fixing glasses. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickle plated self taping screws.The shutters are provided with approved quality of fixtures like handles made out of zamac alloy die cast and powder coated, receiver made out of glass filled nylone and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets. Guard bars fabricated out of 10mm square bright bars shall be fixed horizontally at 125mm C/C by rivetting to the external frame. The above frames are fixed to the concrete / masonry walls by means of self expanding screws.â€•

7.24.1.a "Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46 x 52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion/transom and 18x31mm section is for fixing glasses. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickle plated self taping screws.The shutters are provided with approved quality of fixtures like handles made out of zamac alloy die cast and powder coated, receiver made out of glass filled nylone and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets. Guard bars fabricated out of 10mm square bright bars shall be fixed horizontally at 125mm C/C by rivetting to the external frame. The above frames are fixed to the concrete / masonry walls by means of self expanding screws.â€•with 4mm float glass without gaurd bars

Sqm

7.24.1.b "Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46 x 52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion/transom and 18x31mm section is for fixing glasses. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickle plated self taping screws.The shutters are provided with approved quality of fixtures like handles made out of zamac alloy die cast and powder coated, receiver made out of glass filled nylone and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets. Guard bars fabricated out of 10mm square bright bars shall be fixed horizontally at 125mm C/C by rivetting to the external frame. The above frames are fixed to the concrete / masonry walls by means of self expanding screws.â€•with 4mm tinted glass without gaurd bars

Sqm

7.24.1.c "Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46 x 52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion/transom and 18x31mm section is for fixing glasses. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickle plated self taping screws.The shutters are provided with approved quality of fixtures like handles made out of zamac alloy die cast and powder coated, receiver made out of glass filled nylone and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets. Guard bars fabricated out of 10mm square bright bars shall be fixed horizontally at 125mm C/C by rivetting to the external frame. The above frames are fixed to the concrete / masonry walls by means of self expanding screws.â€•with 4mm float glass with gaurd bars

Sqm

7.24.1.d "Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46 x 52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion/transom and 18x31mm section is for fixing glasses. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickle plated self taping screws.The shutters are provided with approved quality of fixtures like handles made out of zamac alloy die cast and powder coated, receiver made out of glass filled nylone and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets. Guard bars fabricated out of 10mm square bright bars shall be fixed horizontally at 125mm C/C by rivetting to the external frame. The above frames are fixed to the concrete / masonry walls by means of self expanding screws.â€•with 4mm tinted glass with gaurd bars

Sqm

7.25 Providing and fixing cold rolled prepainted steel partitions of IS standards, made out of 0.6mm of deep drawing quality galvanised on both sides 120gms/Sq.mtr. Primer coated upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is 46X52mm for external frame, section for mullion or transom is of size 46x70mm and section for fixing glass/board is of 18x31mm. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickel plated self taping screws. 5mm thick glass should be fixed with EPDM gaskets. 10mm thick prelaminated particle board shall be fixed with the help of the clipping bead. The above frames are fixed to the concrete / masonry walls and floors by means of self expanding screws.

Sqm

7.26 Supplying and fixing pressed steel door frames size 125x65 mm manufactured from 1.25mm thick carbon steel or imported steel strips with mitred joints of 900 for door openings and shutters made out of seasoned Honne wood, styles of 30 mm, thick with lock rail of 160 mm, width, top and side rails of 100 mm. width and bottom rails of 250 mm width and panel filling with 12mm thick particle board of exterior grade bonded with phenol formal dehide resin and the shutter shall be rot proof, vermin proof, heat resistant guaranteed against shrinkage, warpage and such other defects for a period of 3 years. This shall be as per approved drawings, specification and direction including cost of conveyance, manufacturing, painting with enamel paint 2 coats over primer coat, cost of labour for all items of work, machinery, equipment and all other incidental charges with all lead, lift, loading and unloading etc., complete. The Hollow portion of the frame to be filled with cement concrete 1:2:4.

Sqm

7.27 "Supplying and fixing pressed steel window frame of size 100 x 50mm manufactured from 1.25 mm thick carbon steel or imported steel strips with neat mitred joints at 900degree for window openings and shall be suitable to fix M.S. grills as per design and drawings using 12mm dia rods at 100mm Centre to Centre horizontally and two members of M.S flats of 6mmx40mm size at 150mm apart, welded into a frame of 6mmx40mm size M.S. flats with 16mm size lugs, and 8 Nos. of 100mm size hinges, 4 Nos of Butt Stay pins and 4 Nos. Tower bolts and shutters half panelled and hallf glazed with shutters made out of seasoned honne wood, styles of 30mm thick and 100mm width and rails of 30mm thick and 100mm width and using 4mm thick pin headed glass and panel, filling with 12mm thick particle board of exterior grade bonded with phenol formal dehide resin and the shutter shall be rot proof vermin proof, heat resistant guaranteed against shrinkage, warp age and such other defects for a period of 3 years.This shall be as per approved drawing, specification and direction including cost of conveyance, manufacturing painting with 2 coats enamel paint over one coat of primer, cost of labour for all items of work, machinery, equipment and all other incidental charges with all lead, lift loading and unloading etc., complete. The Hollow portion of the frame to be filled with cement concrete 1:2:4.â€•

Sqm

7.28 Providing electric welding using carbon electrodes including cost of welding machine, power charges, welding rods, and labour charges for welding etc., complete as per specification. 7.29 Fabricating, supplying and erecting M.S. TubularTruss of span upto 10m. The bottom and top member is provided with 50x50x6mm double equal angles, welded back to back and in between top and bottom line, in areas of mid section is provided with 50x50x6mm equal single angle for vertical and inclined members and at supporting ends 40x40x5mm single angle is provided. All the members are welded together with 6mm gusset plate as per Drawing. The entire truss is anchored in RCC column by using 4 Nos. of M.S. anchor bolts at each support, with 10mm thick base plate and shoe plate.The work includes cutting, straightening, placing in position of M.S angle and wleding wherever necessary, and applying one coat of red oxide primer coat to all themembers including cost of all materials, labour charges, and hire charges of machineries for cutting, welding, grinding and erection equipments, with all lead and lift, transportation, etc., complete as per specification.

cm

kgs

7.3 Fabricating, supplying & erecting M.S. angular Truss of span upto 10m. The bottom & top member is provided with 50x50x6mm double equal angles, welded back to back and in between top & bottom line, in areas of mid section is provided with 50x50x6mm equal single angle for vertical and inclined members and at supporting ends 40x40x5mm single angle is provided. All the members are welded together with 6mm gusset plate as per Drawing No.CBS/ SD/K-Mantap/9/MND/97. The entire truss is anchored in RCC column by using 4 Nos. of M.S. anchor bolts at each support, with 10mm thick base plate and shoe plate.The work includes cutting, straightening, placing in position of M.S angle and wleding wherever necessary, and applying one coat of red oxide primer coat to all the members including cost of all materials, labour charges, & hire charges of machineries for cutting, welding, grinding & erection equipments, etc., complete as per specification

kgs

7.31 Fabricating, providing and erecting in poiston of M S Ornamental security Grill Gate without hot dip using 75 x 12mm M S Flat for alround frame work with verticals at the centre and horizontal centere support M S Square of 20 x20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for suqare bars of full height and at 8cms C / C for bottom rods providg ornamental C I Designers at the botom and C I arrows inthe midle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drillling holes. the work includes providng two coats of enamel painting over one coatr of red lead ready mix primer coat etc complete cost of all labour, painting, erection charges using hoist pulleycranes with all lead and lift, loading, transporting and unloading using hoist pulley cranes, scaffolding charges and all other incidental charges required for successful completion fo the work as per specification and drawings

kgs

7.32 Fabricating, providing and erecting in poiston of Hot dip galvanised M.S.Ornamental security Grill Gate using 75 x 12mm M S Flat for alround frame work with verticals at the centre and horizontal centere support M S Square of 20 x20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for suqare bars of full height and at 8cms C / C for bottom rods providg ornamental C I Designers at the botom and C I arrows inthe midle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drillling holes. the work includes providng two coats of enamel painting over one coat of red lead ready mix primer coat etc complete cost of all labour, painting, erection charges using hoist pulleycranes etc as per specification and drawings.

kgs

7.33 Fabricating, providing and erecting in poiston of M S Ornamental security Grill without hot dip using 75 x 12mm M S Flat for alround frame work with verticals at the centre and horizontal centere support M S Square of 20 x20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for suqare bars of full height and at 8cms C / C for bottom rods providg ornamental C I Designers at thebotom and C I arrows inthe midle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drillling holes. the work includes providng two coats of enamel painting over one coatr of red lead ready mix primer coat etc complete cost of all labour, painting, erection charges using hoist pulleycranes etc as per specification and drawings.

kgs

7.34 Fabricating, providing and erecting in poiston of Hot dip galvanised M S Ornamental security Grill using 75 x 12mm M S Flat for alround frame work with verticals at the centre and horizontal centere support M S Square of 20 x20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for suqare bars of full height and at 8cms C / C for bottom rods providg ornamental C I Designers at the botom and C I arrows inthe midle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drillling holes. the work includes providng two coats of enamel painting over one coatr of red lead ready mix primer coat etc complete cost of all labour, painting, erection charges using hoist pulleycranes with all lead and lift, loading, transporting and unloading using hoist pulley cranes, scaffolding charges and all other incidental charges required for successful completion fo the work as per specification and drawings,

kgs

7.35 Providing and fixing M.S. Hand railing for Balcony with 50mm dia. M.S. hollow pipe of 14 gauge, welded to 20mmx20mm M.S. square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval. These assembly is fixed to concrete by using expansion bolts and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welded and grinded wherever necessary etc., complete . The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification and drawing.

Sqm

7.36 Providing and fixing M.S.Grill over existing compound wall as per Chief Architect drawing No. 12686, using 16mm x 16mm M.S.Square rod at 150mm c/c spacing and 6mm x 40mm M.S. flats at horizontal and 6mm x12mm M.S. flat for ornamental design and providing shop edge design at the vertex of every vertical rods, including welding, grinding wherever necessary. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification.

Sqm

7.37 Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown in the drawing etc., complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, with lead and lift, loading and unloading charges, etc., complete as per specifiocation.

Sqm

7.38 Providing and fixing Stainless steel staircase raling as per Chief Architect Drawing No. 11520/ HRSC with hand rail 50mm dia 16 guage hollow pipe welded to vertical hollow 50mm dia pipe of 16 guage, stainless steel vertical pipe spaced at 1.20m regular intervals, and 5 Nos of 25mm dia. Stainless steel hollow horizontal pipe are welded to vertical 50mm dia hollow pipe. The entire assembly is fixed to staircase concrete by using expansion bolts by drilling concrete etc., complete including cost of materials, labour, HOM of machineries and electrical charges, etc., complete as per specifications.

Sqm

7.39 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.

Sqm

3514.00

2975.00

2324.00

1883.00

3175.00

482.00

3163.00

2648.00

76.00

3320.00

3418.00

3435.00

3519.00

3109.00

3203.00

3823.00

3913.00

4507.00

4606.00

2945.00

302700.00

3543.00

3462.00

4534.00

4634.00

5829.00

5829.00

5574.00

11000.00

8000.00

2900.00

3000.00

2200.00

3520.00

3600.00

4000.00

4250.00

2700.00

3500.00

3800.00

2.00

125.00

95.50

115.00

134.00

115.00

140.00

2103.00

4518.00

2445.00

5215.00

5222.00

8.ROOFING 8.1 KSRB 8.1 : Providing and fixing in position stone slab roofing 10 to 12 cms thick laid to line and level over wooden rafters or R.C.C. battens, pointing exposed joints with cement mortar 1:4 including cost of materials, labour, curing complete as per specifications. ( wooden rafters and R.C.C. battens to be paid seperately ) Specification No. KBS

Sqm

499.00

8.2 KSRB 8.2 : Providing and fixing in position black cuddapah slab / Shahabad Sqm slab / Thandur blue slab 4 cms thick for roofing laid to line and level over wooden rafters or R.C.C. battens pointing exposed joints with cement mortar 1:4 including cost of materials, labour, curing complete as per specifications. (wooden rafters and R.C.C. battens to be paid seperately )

489.00

8.3 KSRB 8.3-1 : Providing and laying to required line and slope roofing with Sqm corrugated asbestos cement sheet 6mm. thick fixed with galvanised iron J or L hooks, bolts and nuts 8mm. dia C.I plain and bitumen washers over the existing purlins, rafters and trusses including cost of materials, labour, complete as per specifications. Specification No. KBS 8.5

361.00

8.4 KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cum cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. 8.5 KSRB 8.6-1 : Providing and fixing on wall surface cast iron rain down water M pipes 75mm dia including filling the joints with spun yarn soaked in neat cement slurry 1:2 with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, complete as per specifications. 8.6 KSRB 8.3-2 : Providing and laying to required line and slope roofing with semi- Sqm corrugated ( Trafford ) asbestos cement sheet 6mm. thick fixed with galvanised iron J or L hooks, bolts and nuts 8mm. dia C.I plain and bitumen washers, over the existing purlins, rafters and trusses including cost of materials, labour, complete as per specifications.

1534.00

1105.00

357.00

8.7 KSRB 8.3-3 Extra for A.C. sheet corrugated / semi-corrugated sheet roofing with vertical sheeting to a pitch exceeding 60 degrees

Sqm

6.87

8.8 KSRB 8.3-4 : Providing and fixing ridges, hips with asbestos cement sheet roofing with G.I. J or L hooks, bolts and nuts 8mm. dia G.I.plain and bitumen washers, serrated or plain wings, adjustable ridges, including cost of materials, labour, complete as per specifications.

M

290.00

8.9 KSRB 8.3-5 : Providing and fixing northlight adjustable ridges, hips with M asbestos cement sheet roofing with G.I. J or L hooks, bolts and nuts 8mm. dia G.I.plain and bitumen washers, serrated or plain wings, adjustable ridges, including cost of materials, labour, complete as per specifications.

240.00

8.1 KSRB 8.4-1 : Providing and fixing Mangalore tile roofing using first class tiles with necessary special tiles for ridges and hips, teak wood reepers of size 50x25mm and pointed with cement mortar 1:4 over the existing rafters including cost of materials, labour, curing complete as per specifications. Specification No. KBS 8.17 8.11 KSRB 8.4-2 :Providing and fixing Mangalore tile roofing using first class tiles with necessary special tiles for ridges and hips,nandi wood reepers of size 50x25mm and pointed with cement mortar 1:4 over the existing rafters including cost of materials, labour, curing complete as per specifications. Specification No. KBS 8.17 8.12 KSRB 8.4-3 : Providing and fixing Mangalore tile roofing using first class tiles with necessary special tiles for ridges and hips,jungle wood reepers of size 50x25mm and pointed with cement mortar 1:4 over the existing rafters including cost of materials, labour, curing complete as per specifications. Specification No. KBS 8.17 8.13 KSRB 8.6-2 : Providing and fixing on wall surface cast iron rain down water pipes 100 mm dia including filling the joints with spun yarn soaked in neat cement slurry 1:2 with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, curing complete as per specifications. Specification No. KBS 8.25, 8.26

Sqm

1019.00

Sqm

813.00

Sqm

804.00

M

1318.00

8.14 KSRB 8.6-3 : Providing and fixing on wall surface asbestos cement rain down water pipes 75mm dia including filling the joints with spun yarn soaked in neat cement slurry 1:2 with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, curing complete as per specifications. Specification No. KBS 8.27, 8.28

M

415.00

8.15 KSRB 8.6-4 : Providing and fixing on wall surface asbestos cement rain down water pipes 100 mm dia including filling the joints with spun yarn soaked in neat cement slurry 1:2 with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, curing complete as per specifications. Specification No. KBS 8.27, 8.28

M

510.00

8.16 KSRB 8.6-5 : Providing and fixing on wall surface 2.5 kg / sq.cm H.D.P.E. rain M down water pipes 90 mm outer dia approved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, curing complete as per specifications. 8.17 KSRB 8.6-6 : Providing and fixing on wall surface 2.5kg / sq.cm H.D.P.E. rain M down water pipes 110mm outer dia approved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, curing complete as per specifications. 8.18 KSRB 8.6-7 : Providing and fixing on wall surface 4.0 kg / sq.cm H.D.P.E. rain M down water pipes 90 mm outer dia. approved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, complete as per specifications.

453.00

598.00

486.00

8.19 KSRB 8.6-8 : Providing and fixing on wall surface. 40 kg / sq.cm H.D.P.E. rain M down water pipes 110mm outer dia. approved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of materials, labour, complete as per specifications. 8.2 KSRB 8.7-1 :Providing and fixing in position 10mm thick plaster of paris ( Sqm Gypsum anhydrous ) for ceiling flat surface upto a height of 5 m above floor level over first class teakwood strips 25mm / 6mm with 10mm gap in between and reinforced with rabbit wire mesh fixed to wooden frames ( frame work to be measured and paid for seperately ) including cost of materials, labour, curing complete as per specifications.

612.00

1486.00

8.21 KSRB 8.7-2 : Providing and fixing in position 10mm thick plaster of paris ( Gypsum anhydrous ) for ceiling curved surface upto a height of 5 m above floor level over first class teakwood strips 25mm / 6mm with 10mm gap in between and reinforced with rabbit wire mesh fixed to wooden frames ( frame work to be measured and paid for seperately ) including cost of materials, labour, curing complete as per specifications.

Sqm

1552.00

8.22 KSRB 8.7-3 : Extra over item No. 8.7-1 and 8.7-2 for any sunk or raised moulded design plaster of paris ( Gypsum anhydrous ) ceiling 8.23 KSRB 8.7-4 : Extra over item No. 8.7-1 and 8.7-2 for providing plaster of paris (Gypsum anhydrous ) ceiling above 5 m height from floor level

Sqm

479.00

Sqm/M

8.24 KSRB 8.7-5 : Providing and fixing in position 12mm thick plaster of paris ( Sqm Gypsum anhydrous ) for ceiling flat surface with ceiling tiles upto a height of 5 m above floor level over wooden frames and rendered smooth with plaster of paris ( frame work to be measured and paid for seperately ) including cost of materials, labour, curing complete as per specifications. 8.25 KSRB 8.7-6 : Extra over item No. 8.7-5 for providing plaster of paris (Gypsum Sqm/M anhydrous ) ceiling tiles above 5 m height from floor level 8.26 Providing top layer with 12mm thick silica latex plaster with smooth finishing Sqm on top surface. 8.27 Providing and fixing 6mm Bronze Multi wall poly carbonate sheet for Tubular Sqm structure. The work including cost of all materials, labour charges, and hire charges of machineries for cutting, welding, grinding and erection equipments, complete as per specification.

70.12

935.00

31.18 360.00 2185.00

9.1

9.2

9.3

9.4

9.5

9.WOOD WORK KSRB 9-1 :Labour for providing Teak wood wrought and putup for purlins, common rafters and similar work including cost of labour, HOM of machineries complete as per specifications. Specification No. KBS 9.4 KSRB 9-2.1 :Providing Honne wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.27 KSRB 9-2.2 :Providing Mathi / Nandi wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.27 KSRB 9-2.3 :Providing Sal wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.27 KSRB 9-2.4 :Providing Jungle wood such as Nerale, Neem wrought and putup for purlins, common rafters and similar work including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.27

9.6 KSRB 9-3.1 : Providing Teak wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 60 cms. c to c and cross battons 38mmx50mm at 60 cms. c to c sawn and putup including cost of materials, labour complete as per specifications. Specification No. KBS 9.28 9.7 KSRB 9-3.2 : Providing Honne wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 60 cms. c to c and cross battons 38mmx50mm at 60 cms. c to c sawn and putup including cost of materials, labour complete as per specifications. Specification No. KBS 9.28 9.8 KSRB 9-3.3 : Providing Mahti or Nandi wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 60 cms. c to c and cross battons 38mmx50mm at 60 cms. c to c sawn and putup including cost of materials, labour complete as per specifications. Specification No. KBS 9.28 9.9 KSRB 9-3.4 : Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 60 cms. c to c and cross battons 38mmx50mm at 60 cms. c to c sawn and putup including cost of materials, labour complete as per specifications. Specification No. KBS 9.28

cum

2572.00

cum

64803.00

cum

43260.00

cum

42260.00

cum

33656.00

Sqm

2617.00

Sqm

1102.00

Sqm

773.00

Sqm

764.00

9.1 KSRB 9.4-1 : Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps ), but including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.33 9.11 KSRB 9.4-2 : Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps ), but including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.33

cum

136200.00

cum

65353.00

9.12 KSRB 9.4-3 : Providing Mathi / Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps ), but including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.33

cum

43290.00

9.13 KSRB 9.4-4 : Providing Sal wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps ), but including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.33 9.14 KSRB 9.5-1 : Providing and fixing in position fully panelled Teak wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34

cum

42810.00

Sqm

6000.00

9.15 KSRB 9.5-2 : Providing and fixing in position fully panelled Honne wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34

Sqm

2998.00

9.16 KSRB 9.5-3 : Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34

Sqm

2256.00

9.17 KSRB 9-6.1 : Providing and fixing in position fully panelled Teak wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34

Sqm

5948.00

9.18 KSRB 9-6.2 : Providing and fixing in position fully panelled Honne wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34

Sqm

2841.00

9.19 KSRB 9-6.3 : Providing and fixing in position fully panelled Mathi/ Nandi wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34

Sqm

2147.00

9.2 KSRB 9-7.1 : Providing and fixing in position fully panelled Teak wood shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34

Sqm

5566.00

9.21 KSRB 9-7.2 : Providing and fixing in position fully panelled Honne wood shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34

Sqm

2683.00

9.22 KSRB 9-7.3 :Providing and fixing in position fully panelled Mathi/ Nandi wood shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34

Sqm

2039.00

9.23 KSRB 9-8.1 : Providing and fixing in position fully panelled Teak wood shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34

Sqm

5149.00

9.24 KSRB 9-8.2 : Providing and fixing in position fully panelled Honne wood shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34

Sqm

2516.00

9.25 KSRB 9-8.3 : Providing and fixing in position fully panelled Mathi/ Nandi wood shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34

Sqm

1459.00

9.26 KSRB 9-9.1: Providing and fixing in position Teak wood half panelled and half glazed shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick, 4mm thick plain glass, fixed with beading 15mm wide and thickness to finish with the shutters surface including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

5272.00

9.27 KSRB 9-9.2: Providing and fixing in position Honne wood half panelled and half glazed shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick, 4mm thick plain glass, fixed with beading 15mm wide and thickness to finish with the shutters surface including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

2659.00

9.28 KSRB 9-10.1 : Providing and fixing in position Teak wood half panelled and half glazed shutters for doors, styles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick, 4mm thick plain glass, fixed with beading 15mm wide and thickness to finish with the shutters surface including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures )

Sqm

4700.00

9.29 KSRB 9-10.2 : â€“ do â€“ Honne wood half panelled and half glazed shutters for doors, styles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick, 4mm thick plain glass, fixed with beading 15mm wide and thickness to finish with the shutters surface including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

2501.00

9.3 KSRB 9-11.1 : Providing and fixing in position Teak wood half panelled and half glazed shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick, 4mm thick plain glass, fixed with beading 15mm wide and thickness to finish with the shutters surface including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

4300.00

9.31 KSRB 9-11.2 : Providing and fixing in position Honne wood half panelled and half glazed shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick, 4mm thick plain glass, fixed with beading 15mm wide and thickness to finish with the shutters surface including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

2312.00

9.32 KSRB 9-12.1 : Providing and fixing in position Teak wood half panelled and half glazed shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 20mm thick, 4mm. thick plain glass, fixed with beading 15mm wide and thickness to finish with the shutters surface including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

4181.00

9.33 KSRB 9-12.2 : Providing and fixing in position Honne wood half panelled and half glazed shutters for doors, styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 20mm thick, 4mm. thick plain glass, fixed with beading 15mm wide and thickness to finish with the shutters surface including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

2212.00

9.34 KSRB 9-13-1: Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade Melamine impregnated prelamination particle board of approved colour on both sides including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.4

Sqm

2513.00

9.35 KSRB 9-13-2 : roviding and fixing in position shutters for doors made out of Honne wood styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade Melamine impregnated prelamination particle board of approved colour on both sides including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.4 on one side

Sqm

2379.00

9.36 KSRB 9-13-3 : Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade plain particle board including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3

Sqm

2325.00

9.37 KSRB 9-14-1: Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade Melamine impregnated prelamination particle board of approved colour on both sides including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.4

Sqm

2308.00

9.38 KSRB 9-14-2 : Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade Melamine impregnated prelamination particle board of approved colour on both sides including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.4 one side

Sqm

2212.00

9.39 KSRB 9-14-3 : Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade plain particle board including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3

Sqm

2251.00

Sqm

2178.00

9.41 KSRB 9-15-2 : Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade Melamine impregnated prelamination particle board of approved colour on both sides including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3 one side

Sqm

2044.00

9.42 KSRB 9-15-3 : Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade Plain particle board including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3

Sqm

1990.00

9.43 KSRB 9-16.1 : Providing and fixing in position Teak wood fully panelled shutters for windows with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34

Sqm

6700.00

9.44 KSRB 9-16.2 : Providing and fixing in position Honne wood fully panelled shutters for windows with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34

Sqm

3245.00

9.4 KSRB 9-15-1: Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade Melamine impregnated prelamination particle board of approved colour on both sides including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3

9.45 KSRB 9-16.3 : Providing and fixing in position Mathi/ Nandi wood fully panelled shutters for windows with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34 9.46 KSRB 9-16.4 : Providing and fixing in position fully panelled shutters for windows with Honne wood styles and rails of 35mm. thick, 75mm wide in two halves with panels provided with NUWUD ( MDF ) of 25mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3

Sqm

2372.00

Sqm

2616.00


Sqm

5720.00


Sqm

2822.00

9.49 KSRB 9-17.3 : Providing and fixing in positionMathi/ Nandi wood fully panelled shutters for windows with styles and rails of 30mm. thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34

Sqm

2088.00

9.5 KSRB 9-17.4 : Providing and fixing in position fully panelled shutters for windows with Honne wood styles and rails of 30mm. thick, 75mm wide in two halves with panels provided with NUWUD ( MDF ) of 18mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3

Sqm

2404.00


Sqm

5230.00


Sqm

2610.00

9.53 KSRB 9-18.3 : Providing and fixing in position Mathi/ Nandi wood fully panelled shutters for windows with styles and rails of 25mm. thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34 9.54 KSRB 9-18.4 : Providing and fixing in position fully panelled shutters for windows with Honne wood styles and rails of 25mm. thick, 75mm wide in two halves with panels provided with NUWUD ( MDF ) of 18mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3

Sqm

1949.00

Sqm

2205.00

9.55 KSRB 9-18.5 : Providing and fixing in position fully panelled shutters for windows with Honne wood styles and rails of 25mm. thick, 75mm wide in two halves with panels provided with NUWUD ( MDF ) of 12mm thick including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.26.3

Sqm

2074.00

9.56 KSRB 9-19.1 : Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

5800.00

9.57 KSRB 9-19.2 :Providing and fixing in position Honne wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

2976.00

9.58 KSRB 9-19.3 :Providing and fixing in position Mathi/ Nandi wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

2285.00

9.59 KSRB 9-19.4 :Providing and fixing in position windows half paneled shutters at bottom and half glazed at top for window shutters with Honne wood styles and rails of 35mm. thick, 75mm wide in two halves with panels filled with NUWUD ( MDF ) of 18mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42, 9.26.3

Sqm

2624.00

9.6 KSRB 9-20.1 : Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 30mm. thick, 75mm wide in two halves with panels of 20mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

5314.00

9.61 KSRB 9-20.2 : Providing and fixing in position Honne wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 30mm. thick, 75mm wide in two halves with panels of 20mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

2712.00

9.62 KSRB 9-20.3 : Providing and fixing in position Mathi/ Nandi wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 30mm. thick, 75mm wide in two halves with panels of 20mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

2109.00

9.63 KSRB 9-20.4 : Providing and fixing in position windows half paneled shutters at bottom and half glazed at top for window shutters with Honne wood styles and rails of 30mm. thick, 75mm wide in two halves with panels filled with NUWUD (MDF ) of 18mm thick, 3mm thick reeded glass for top panels fixed with woodenbeading including cost of materials, labour charges, HOM of machineries completeas per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34,9.42, 9.26.3

Sqm

2175.00

9.64 KSRB 9-21.1 : Providing and fixing in position half panelled shutters at bottomand half glazed at top for window shutters with Teak wood styles and rails of25mm. thick, 75mm wide in two halves with panels of 20mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

4668.00

9.65 KSRB 9-21.2 : Providing and fixing in position half panelled shutters at bottomand half glazed at top for window shutters with Honne wood styles and rails of25mm. thick, 75mm wide in two halves with panels of 20mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

2567.00

9.66 KSRB 9-21.3 : Providing and fixing in position half panelled shutters at bottomand half glazed at top for window shutters with Mathi/ Nandi wood styles and rails of25mm. thick, 75mm wide in two halves with panels of 20mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34, 9.42

Sqm

2052.00

9.67 KSRB 9-21.4 : Providing and fixing in position windows half paneled shutters at bottom and half glazed at top for window shutters with Honne wood styles and rails of 25mm. thick, 75mm wide in two halves with panels filled with NUWUD ( MDF ) of 18mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42, 9.26.3

Sqm

2026.00

9.68 KSRB 9-22.1 : Providing and fixing in position fully glazed for windows shutters with Teak wood styles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

4000.00

9.69 KSRB 9-22.2 : Providing and fixing in position fully glazed for windows shutters with Honne wood styles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

2212.00

9.7 KSRB 9-23.1 : Providing and fixing in position fully glazed for windows shutters with Teak wood styles and rails of 30mm. thick, 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

3694.00

9.71 KSRB 9-23.2 :Providing and fixing in position fully glazed for windows shutters with Honne wood styles and rails of 30mm. thick, 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

2054.00

9.72 KSRB 9-24.1 : Providing and fixing in position fully glazed for windows shutters with Teak wood styles and rails of 25mm. thick, 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials,labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

3299.00

9.73 KSRB 9-24.2 : Providing and fixing in position fully glazed for windows shutters with Honne wood styles and rails of 25mm. thick, 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials,labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

1895.00

9.74 KSRB 9-25.1 :Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Teak wood styles and rails of 30mm. thick, 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

5143.00

9.75 KSRB 9-25.2 :Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Honne wood styles and rails of 30mm. thick, 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

2745.00

9.76 KSRB 9-25.3 : Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Mathi/ Nandi wood styles and rails of 30mm. thick, 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

2178.00

9.77 KSRB 9-26.1 : Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Teak wood styles and rails of 25mm. thick, 50mm wide and central divider of 25mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

3001.00

9.78 KSRB 9-26.2 : Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Honne wood styles and rails of 25mm. thick, 50mm wide and central divider of 25mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

1696.00

9.79 KSRB 9-26.3 : Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Mathi/ Nandi wood styles and rails of 25mm. thick, 50mm wide and central divider of 25mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42

Sqm

1372.00

9.8 KSRB 9-27.1 : Fixing of door frame in an existing opening including embeeding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Nos

753.00

9.81 KSRB 9-27.2 : Fixing of window frame in an existing opening including embeeding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Nos

512.00

9.82 KSRB 9-27.3 : Fixing of ventilator frame in an existing opening including embeeding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.

Nos

402.00

9.83 SOLID PANEL PVC DOOR SHUTTER Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm fro styles and 15x15mm for top & bottom rails, covered with heat moulded PVC channel of 5mm thick sheet & 30 x 50mm wide to form styles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the styles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineerin-charge fixed to frames with 3 nos of 75 m.m Aluminium hinges.

Sqm

1892.00

9.84 SOLID PVC DOOR FRAME Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm lo ng brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.

Sqm

315.00

9.85 SOLID PANEL PRELAM PVC DOOR SHUTTER Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form styles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the styles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm. Aluminium hinges.

9.85.1 SOLID PANEL PRELAM PVC DOOR SHUTTER Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form styles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the styles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm. Aluminium hinges. with both side prelam

Sqm

2579.00

9.85.2 SOLID PANEL PRELAM PVC DOOR SHUTTER Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form styles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the styles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm. Aluminium hinges. with one side prelam

Sqm

2499.00

9.86 PVC DOOR SHUTTER (Nandi or Equivalent) Supply and fixing of door shuttersmade of rigid PVC extruded hollow section (Nandi or equivalent) o f 20mm x 200mm with the wall thickness of 1.0mm + /0.1mm equally divided into 4nos with tongue and groove locking arrangements. The shutter frame is made of 58x24 mm with the wall thickness of 1.5mm+/ -0.15mm section metricut and joined at 4 corners with 125mmx225mm plastic brackets. The shutter shall be horizontally reinforced with 2nos of 8mm PVC rods. Teak wood battons shall be reinforced inside the door shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to the door shutter.

Sqm

1596.00

9.87 Supply and fixing of door shutters made of rigid PVC extruded hollow section (Nandi or equivalent) of 20mmx200mm with the wall thickness of 1.0mm+/-0.1mm equally divided into 4nos with tongue an groove locking arrangements. The shutter frame is made of 30mm x 79mm with the wall thickness of 1.5mm+/-0.15mm section metric cut and joined at 4 corners with 125mmx225mm plastic brackets. The shutter shall be horizontally reinforced with 2nos of 8mm PVC rods. Teak wood battons shall be reinforced inside the door shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to the door shutter.

Sqm

1770.00

9.88 Supply and fixing of door frame made of hollow extruded PVC Section (Nandi or Equivalent) having dimension of 40x57mm with the wall thickness of 2mm+/-0.2mm duly reinforced with seasoned wood plank at the hinges side. The door frame top 2corners shall be metric cut/ welded.

M

210.00

9.89 Supply and fixing of door frame made of hollow extruded PVC Section (Nandi or Equivalent) having dimension of 40x46mm with the wall thickness of 2mm+/-0.2mm duly reinforced with seasoned wood plank at the hinges side. The door frame top 2 corners shall be metric cut/ weilded . 9.9 Providing and fixing factory made splendoor of solid core single leaf rigid composite polymer laminated sal wood, door shutter of required thickness, manufactured out of solid core door conforming to IS 2202 (Part-1) 1991, laminated with 0.8 mm thick polymer, termite, water resistant and fire retardant with superior gluing based on vacuum lamination technology and with various pre moulded design on both faces conforming to IS 6307-1985, using adhesive conforming to IS 4835-1979 and door shuters tested in conformation to IS 4020-1994. The finish of shutters will be TEADK/OAK/CEDAR/ROSE WOOD/ WALNUT, plain colurs WHITE/IVORY/BEIGE/LIGHT GREY. Excluding cost of fixtures and inclusive of supply of shutters to respective work spot.

M

198.00

9.90.1 Providing and fixing factory made splendoor of solid core single leaf rigid composite polymer laminated sal wood, door shutter of required thickness, manufactured out of solid core door conforming to IS 2202 (Part-1) 1991, laminated with 0.8 mm thick polymer, termite, water resistant and fire retardant with superior gluing based on vacuum lamination technology and with various pre moulded design on both faces conforming to IS 6307-1985, using adhesive conforming to IS 4835-1979 and door shuters tested in conformation to IS 4020-1994. The finish of shutters will be TEADK/OAK/CEDAR/ROSE WOOD/ WALNUT, plain colurs WHITE/IVORY/BEIGE/LIGHT GREY. Excluding cost of fixtures and inclusive of supply of shutters to respective work spot. with door shutter 30mm thick

Sqm

2900.00

9.90.2 Providing and fixing factory made splendoor of solid core single leaf rigid composite polymer laminated sal wood, door shutter of required thickness, manufactured out of solid core door conforming to IS 2202 (Part-1) 1991, laminated with 0.8 mm thick polymer, termite, water resistant and fire retardant with superior gluing based on vacuum lamination technology and with various pre moulded design on both faces conforming to IS 6307-1985, using adhesive conforming to IS 4835-1979 and door shuters tested in conformation to IS 4020-1994. The finish of shutters will be TEADK/OAK/CEDAR/ROSE WOOD/ WALNUT, plain colurs WHITE/IVORY/BEIGE/LIGHT GREY. Excluding cost of fixtures and inclusive of supply of shutters to respective work spot. with door shutter 35mm thick

Sqm

3300.00

9.91 Providing and fixind of factory made 30mm P.V.C rigid foam (FOREX) PANEL DOORS Rajashree made from MS tube of 19 guage, size of 19mm x 19mm and covered with heat moulded PVC C Channel of 5 mm thick and width of 50mm to form styles and rails. The inner panel should be inserted in between the frame with 5mm thick PVC rigid foam sheet, welded/sealed to the styles and rails along with 5mm PVC, beeding on all and either sides. The vertical tubes may be filled with suitable wood material to further enhance the screw holding capacity

Sqm

2280.00

9.92 Providing and fixing PVC Hollow Door Frame of the size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. Square tube. The two vertical door profiles are to be reinforced with 19x19 mm M.S. Square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door screws through the frame by using PVC fasteners. A minimum of 4 Nos of screws to be provided for each vertical member & minimum 2 Nos. for horizontal member.

M

336.00

9.93 Providing and fixing factory made single leaft rigid GRP Sandwich composite door shutter of 32mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V-stabilized Isopthalic Gelcoat and on layer of 45 gsm E-Glass Chopped strand Mat (CSM), impregnated with orthopthalic polyster resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 29mm thickness and a density of 20 Kg/m3 shall be used as core material. Wooden reinforcements made of Seasoned Salwood block of cross section not less than 28mmx32mm and also necessary salwood reinforcements for fixing the metal fittings such as tower bolts, aldrops, handles, etc, shall be provided. A structural adhesive compatible with EPS foam shall be used for bonding the core material, the Salwood reinforcement and the skins. The material and process for manufacturing the door shutters shall confirm to RV/TIFAC Composites Design centre Standards and specifications and the door shutters tested in confiramation to IS 4020-1994. The finish of shutter will be plain colour White/Ivory/Beige/Light Grey or any other colour using high quality pigments. Exclusing cost of fixtures and inclusive of supply of shutters to respective work spot.

Sqm

2880.00

9.94 Providing and fixing factory made single leaf rigid GRP Sandwich composite door shutter of 40 mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V-stabilized Isopthalic Gelcoat and one layer of 450 gns E-Glass Chopped Strand Mat (CSM), impregnated with orthopthalic polyester resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 37mm thickness and a density of 20 Kg/m3 shall be used as core material. Wooden reinforcements made of Seasoned Salwood block of cross section not lessthan 36mmx32mmand also necessary salwood reinforcements for fixing the metal fittings such as tower bolts, aldrops, handles, etc. shall be provided. A structural adhesive compatible with EPS foam shall be used for bonding the core material, the salwood reinforement and the skins. The material and process for manufacturing the door shutters shall confirm to RVTIFAC Composites Design Centre Standards and specifications and the door shutters tested in confiramation to IS 4020-1994. The finish of shutter will be plain coulur White/IVORY/Beige/Light Grey or any other colour using high quality pigments. Excluding cost of fixtures and inclusive of supply of shutters to respective work spot.

Sqm

3600.00

9.95 Providing and fixing 65mmx90mm GRP Doorframe fabricated using EGlass Chopped Strand Mat (CSM). U.V-stabilized Isopthalic Gelcoat and Isopthalic resin. The thickness of the GRP skin shall not be less than 2.0 mm. The doorframe consists of four segmens, which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screws. The GRP frame shall be provided with wooden reinforcement of 6 locations fro high screw holding capacity for fixing metallic hold fast and shall be consolidated by filling with medium density foam/Plaster with fibre reinforcement. Six Numbers of 260mmx25mmx5mm size S shaped M.S. flat hold fast shall be provided with the frame.

M

430.00

9.96 Providing and fixing 65mmx125mm GRP Doorframe fabricated using E-Glass Chopped Strand Mat (CSM) U.V- stabilized Isopthalic Gelcoat and Isopthalic resin. The thickness of the GRP skin shall not be less than 2.0mm. The doorframe consists of four segments, which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screws. The GRP frame shall be provided with wooden reinforcement on 6 locations for high screw holding capacity for fixing metalling hold fast and shall be consolidated by filling with medium density foam/Plaster of Paris with fibre reinforcement. Six Numbers of 260mmx25mmx5mm size S shaped M.S. flat hold fast shall be provided with the frame.

M

500.00

Each

396.00

9.98 Providing and fixing RCC door frames factory manufactured, with C.C. 1:1 1/2 :3 reinforced with 3 Nos. of 6 mm dia. Main bars and 6 mm dia. Stirrups welded at 30 cm C/C, vibrating, curing including cost of steel and fabrication charges having 3 Nos. of hinges with 20mm x 3mm M.S. flat welded with required iron rods and flats with drilling and fixing 4 No.of flat screw nuts each in concrete for fixing hinges and making necessary provision in concrete for fixing aldrops, tower bolts etc., including cost of one coat of oil based enamel primer, 4 No.of hold fasts, 3 Nos. ISS Iron oxidised hinges necessary metal screws etc., complete. 60mm x 100 mm size-Door frames.

M

198.00

9.99 Providing and fixing masquito mesh to mesh to windows with 7.5 mm to 1.25 mm thick Honne wood petties including labour charges etc., complete. 9.1 Providing green wood frames for doors, windows, clerestory windows, ventilators and other frames, wrought gramed or assembled including making plaster grooves (excluding cost of cement, concrete and fixing charges) but including cost of materials labour, HOM of machineries complete.

Sqm

600.00

cum

63000.00

9.97 Providing G.R.P. unbreakable railings available in a wide range of attractive colours made out of cross section >70mmx64mm of standard length 7 feet (approximate 3.6Kg/m). The material and process for manufacturing railings shall confirm to RV-TIFAC composites design centre standards and specifications.

9.101 Providing and fixing 65mm x 125mm green wood frames for window, clerestory windows, ventilators and other frames, framed or assembled including making plaster grooves (excluding cost of cement, concrete and side clamps) including providing and fixing in position fully glazed window shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges HOM of machineries and fixing in position etc. complete. (including cost of fixtures)

Sqm

5100.00

9.102 Providing and fixing require line and slope roofing with semicorrugated PVC roofing sheets of industrial profile 250/40 in 2.00 mm thick white colour, fire and heat resistant having width of 1.054 mtrs. fixed with self tapping screws with washers, over the existing purlins, rafters and trusses including cost of materials, labour, complete as per specification.

Sqm

760.00

9.103 Providng and fixng Teak Wood Hand railing to stair case using bulusters of sections 40mm x 25mm as per design drawing No: 11863 / railings issued by the Principal Chief Architect and fixing it to the steps using anchor bolts and necessary adhesive materiasl and fixing T.W.handrail of section 75 x 75 mm to bulusters and finishing the same by using colourless polish etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, with lead and lift, loading and unloading charges, etc., complete as per drawing and specification

M

7250.00

10. WATER PROOFING 10.1 KSRB 10-2 : Providing and laying in position yelahanka tiles of size250x250 mm of approved quality and make over a bed of cement mortor 1:3 an average thickness 25mm over weather proof course and pointed with cement mortar 1:3 mix with red oxide including curing cost of materials, labour complete as per specifications. Specification No.KBS

Sqm

766.00

10.2 KSRB 10-3 : Providing and laying integral cement based waterproofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc.,consisting of following application .(a) applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water proofing compound conforming to IS:2645 over the RCC slab after cleaning the surface before treatment.(b)laying cement concrete using broken brick bats 25mm to 100mm size with 50 % of cement mortar 1:5 admixed with proprietary water proofing compound conforming IS:2645 over 20mm thick layer of cement mortar 1:5 admixed with proprietary water proofing compound to required slope and treating similarly the adjoining walls upto 300mm height including rounding off junctions of walls and slabs. (c)after two days of proper curing, applying a second coat of cement lurry admixed with proprietary water proofing compound.(d)Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 admixed with proprietary water proofing compound and finally finishing the surface with trowel and neat cement slurry and making of 300X300mm square.(e)the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and final test including cost of materials, labour complete as per specifications.

Sqm

648.00

10.3 KSRB 10-4 : Providing and laying four courses water proofing treatment with bitumen felt over roof consisting of first and third courses of blown and/or residual bitumen applied hot at 1.45 kg/sqm of area for each course second course of roofing felt TYPE -3 grade-I( hessian based self finish bitumen felt) and forth and final course of stone grit 6mm and down size or pea sized gravel spread at 0.06 cum./sqm including preparation of surface but excluding grading complete with bitumen felt(hessain based )Type - 3 grade-I blown or/and residual bitumen applied hot 1.4 kg/sqm including cost of materials, labour complete as per specifications.KBS 10.4.3

Sqm

248.00

10.4 KSRB 10-5 : Providing and laying six courses water proofing treatment with bitumen felt over roof consisting of first, third and fifth courses of blown and /or residual bitumen applied hot at 1.45kg,1.2kg and 1.7 kg /sqm of area respectively, second and fourth courses of roofing felt.Type -2 grade-I(fibre based self finish bitumen felt) and sixth and final course of stone grit 6mm and down size or pea sized gravel spread at 0.06 cum./ sqm including preparation of surface,excluding grading but including cost of materials, labour complete as per specifications.KBS 10.4.3

Sqm

495.00

10.5 Chipping and cleaning, construction joint and slab joint, treatment, grouting of honey comb by cement with inorganic accelerator for cement, spray of biological modified Ortho esters and alkaline earth, providing and laying of patch concrete 1:2:4 for required thickness by clean granite trap jelly 20mm and down size mixed with poly carboxylic sulphonated neutral cellulose @ 100ml/bag and aqueous acrylic silicone emulsion @ 125 ml/bag, providing plaster for a thickness of 20mm mixed with polycarboxylic sulphonated neutral cellulose @ 100ml/bag and aqueous acrylic silicone emulsion @ 125ml/bag, slurry of cement and silica sand should be mixed with Cross linked Acrylic/styrene/butadiene based, polymer, spraying of silane and silanol linear copolymer as water proof agent, applying of modified polymers slurry of soft acrylic esters for extra protection for tanking, and filling the bore wherever necessary with concrete, brushing one coat of acrylic copolymer cross linked formulation on the bore. 10.5.1 For Roof 10.5.2 For Planter box, terrace garden, OHT and Sump tank, for sunken toilet. 10.6 Providing and fixing food grade epoxy painting to over head tank and sump tank aftercleaning and drying including pumping and bailing out of water, including cost of all materials labour lead and lifts etc., complete 10.7 Cleaning RCC sump tanks and RCC over head tanks with mechanical dewatering including removal of sludge mud dirt aligea etc. and cleaning the wall surface of tanks using high pressure jet vaccum cleaning and sprying and bacterial treatment to the wall and ceiling surface and UV treatment including removing of sludge etc. using suitable and coconut broomstick squeesers/wipers/rubber/brushes coir brushes plastic buckets mugs dewatering using motor with portal arrangement hose pipe etc. complete including all saftety measures.

Sqm Sqm Sqm

834.00 918.00 18.00

L

0.20

11.DRAINAGE WORK 11.1 KSRB 12-1.1 : Providing and laying in position to required level or slope 100mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 11.2 KSRB 12-1.2 : Providing and laying in position to required level or slope 150mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 11.3 KSRB 12-1.3 : Providing and laying in position to required level or slope 100mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 200mm 11.4 KSRB 12-1.4 : Providing and laying in position to required level or slope 230mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 11.5 KSRB 12-1.5 : Providing and laying in position to required level or slope 250mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 11.6 KSRB 12-1.6 : Providing and laying in position to required level or slope 300mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 11.7 KSRB 12-1.7 : Providing and laying in position to required level or slope 350mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 11.8 KSRB 12-1.8 : Providing and laying in position to required level or slope 400mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 11.9 KSRB 12-1.9 : Providing and laying in position to required level or slope 450mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7

M

M

M

M

M

M

M

M

M

11.1 KSRB12-2.1 : Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 100mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing complete as per specifications Specification No. KBS 4.1 / 4.2 11.11 KSRB 12-2.2 : Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 1150mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing complete as per specifications Specification No. KBS 4.1 / 4.2 11.12 KSRB 12-2.3 : Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 200mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing 11.13 KSRB 12-2.4 :Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 230mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing 11.14 KSRB 12-2.5 : Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 250mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing complete as per specifications Specification No. KBS 4.1 / 4.2 11.15 KSRB 12-2.6 : Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 300mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing complete as per specifications Specification No. KBS 4.1 / 4.2 300mm 11.16 KSRB 12-2.7 : Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 350mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing complete as per specifications Specification No. KBS 4.1 / 4.2 11.17 KSRB 12-2.8 : Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 400mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing complete as per specifications Specification No. KBS 4.1 / 4.2

11.18 KSRB 12-2.9 : Providing and laying in position plain cement concrete M7.5 40mm M and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 450mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing complete as per specifications Specification No. KBS 4.1 / 4.2 11.19 KSRB 12-3.1 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 100mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2 11.2 KSRB 12-3.2 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 150mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2 11.21 KSRB 12-3.3 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 200mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2 11.22 KSRB 12-3.4 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 230mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2 11.23 KSRB 12-3.5 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 250mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2 11.24 KSRB 12-3.6 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 300mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2

11.25 KSRB 12-3.7 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 350mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2 11.26 KSRB 12-3.8 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 400mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2 11.27 KSRB 12-3.9 : Providing and laying in position plain cement concrete of mix M 7.5 M using 40mm and down size graded granite / trap metal for haunching of 450mm internal diameter stoneware pipes, concrete machine mixed laid in layers not exceeding 15 cms thick, well compacted, including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2 11.28 KSRB 12-4.1 : Providing and laying in position plain cement concrete of M 7.5 using 40mm and down size graded granite / trap metal for surrounded encasing 100mm internal diameter stoneware pipes, concrete machine mixed well compacted including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2

M

11.29 KSRB 12-4.2 : Providing and laying in position plain cement concrete of M 7.5 using 40mm and down size graded granite / trap metal for surrounded encasing 150mm internal diameter stoneware pipes, concrete machine mixed well compacted including cost of materials, labour charges, form work, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1 / 4.2

M


M


M


M


M


M


M


M

11.37 KSRB 12-5.1 : Constructing brick masonry circular type manhole 0.91 m internal Nos dia at bottom 0.91m deep and 0.56m dia at top with table moulded non-modular bricks of 50 class designation 50 in cement mortar 1:4, inside cement plastered 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 using 40mm and downsize granite metal and making necessary channel in cement concrete M 50 with 20mm and downsize granite metal finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diametre confirming IS :12592, total weight cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4, 20mm and downsize broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications. (Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperately ) Specification No. KBS 12.4

11.38 KSRB 12-5.2 : Constructing brick masonry circular type manhole 1.67 m internal Nos dia at bottom 0.91m deep and 0.56m dia at top with table moulded non-modular bricks of 50 class designation 50 in cement mortar 1:4, inside cement plastered 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 using 40mm and downsize granite metal and making necessary channel in cement concrete M 50 with 20mm and downsize granite metal finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diametre confirming IS :12592, total weight cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4, 20mm and downsize broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications. (Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperately ) Specification No. KBS 12.4

11.39 KSRB 12-5.3 : Constructing brick masonry circular type manhole 1.22 m internal Nos dia at bottom 1.68 m deep and 0.56m dia at top, with table moulded and non modular bricks of class designation 50 in cement mortar 1:4, inside cement plaster 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 using 40mm and down size granite metal and making necessary channel in cement concrete M 15 with 20mm and down size granite metal, finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diameter confirming to IS :12592, total weight length of cover and frame to be not less than 182 kg, fixed in cement concrete M 15 20mm and down size broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications. ( Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperately ) Specification No. KBS 12.4

11.4 KSRB 12-5.4 : â€“ Constructing brick masonry circular type manhole 1.22 m Nos internal dia at bottom 2.29m deep and 0.56m dia at top, with table moulded and non modular bricks of class designation 50 in cement mortar 1:4, inside cement plaster 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 using 40mm and down size granite metal and making necessary channel in cement concrete M 15 with 20mm and down size granite metal, finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diameter confirming to IS :12592, total weight length of cover and frame to be not less than 182 kg, fixed in cement concrete M 15 20mm and down size broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications. ( Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperately ) Specification No. KBS 12.4

11.41 KSRB 12-5.5 : Constructing brick masonry circular type manhole 1.52 m internal Nos dia at bottom 2.30m deep and 0.56m dia at top, with table moulded and nonmodular bricks of class designation 50 in cement mortar 1:4, inside cement plaster 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 mixed using 40mm and down size granite metal and making necessary channel in cement concrete 1:2:4 mix with 20mm anddown size granite metal, finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diameter confirming to IS :12592, total weight length of cover and frame to be not less than 182 kg, fixed in cement concrete M 15 20mm and down size broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications. ( Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperately ) Specification No. KBS 12.4

11.42 KSRB 12-5.6 :Constructing brick masonry circular type manhole 1.52 m internal Nos dia at bottom 4.18m deep and 0.56m dia at top, with table moulded and nonmodular bricks of class designation 50 in cement mortar 1:4, inside cement plaster 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 mixed using 40mm and down size granite metal and making necessary channel in cement concrete 1:2:4 mix with 20mm anddown size granite metal, finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diameter confirming to IS :12592, total weight length of cover and frame to be not less than 182 kg, fixed in cement concrete M 15 20mm and down size broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications. ( Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperately ) Specification No. KBS 12.4

11.43 KSRB 12-5.7 : Constructing circular type manhole 1500mm internal dia at bottom, Nos 525mm dia at top, in brick masonry with 1:5 cement mortar, cement plaster 1:3, finish with a floating coat of neat cement, RCC 1:2:4 top slab using 20mm and down size granite metal, foundation concrete M 7.5 using 40mm and down size granite metal and making channels in cement concrete M 15 using 20mm and down size granite metal, neatly finished curing, fixing CI cover complete including cost of materials, labour charges, HOM of mechineries complete as per specifications. ( Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperately ) Specification No. KBS 12.4

11.44 KSRB 12-6.1 : Providing 20mm square M.S footrest and fixing in manhole with M Nos 10 cement concrete block of 20x20x10cms, using 20mm and down size metal of size including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 12.4.6

11.45 KSRB 12-6.2 : Providing 20mm round M.S footrest and fixing in manhole with M 10 cement concrete block of 20x20x10cms, using 20mm and down size metal of size including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 12.4.6

Nos

11.46 KSRB 12-6.3 : Providing cast iron footrest and fixing in manhole with M 10 Nos cement concrete block of 20x20x10cms, using 20mm and down size metal of size including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 12.4.6 11.47 KSRB 12-7.1 : Making connection of drain or sewer line of size 100 to 230mm Nos external dia with existing manhole including breaking into and making good the walls, floors with cement concrete M 15 with 20mm and downsize granite metal, cement plastered on both sides of mix 1:3, finished with a floating coat of neat cement, and making necessary channels for the drain, including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 11.48 KSRB 12-7.2 : Making connection of drain or sewer line of size 250 to 300mm Nos external dia with existing manhole including breaking into and making good the walls, floors with cement concrete M 15 with 20mm and downsize granite metal, cement plastered on both sides of mix 1:3, finished with a floating coat of neat cement, and making necessary channels for the drain, including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 11.49 KSRB 12-7.3 : Making connection of drain or sewer line of size 350 to 450mm Nos external dia with existing manhole including breaking into and making good the walls, floors with cement concrete M 15 with 20mm and downsize granite metal, cement plastered on both sides of mix 1:3, finished with a floating coat of neat cement, and making necessary channels for the drain, including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 11.5 KSRB 12-8.1 : Constructing brick masonry inspection chamber 455x610mm, and Nos 450mm depth, ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS

11.50.1

Constructing brick masonry inspection chamber 455x610mm, and 450mm depth, Nos. ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 600x600mm and 450mm depth ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 600x600mm

11.50.2


11.50.3


11.50.4


11.51 KSRB 12-8.1.1 : Extra for item no. KSRB 12-8.1 depth beyond 450mm and brick Each masonry chamber with table moulded non modular bricks of class designation 50 in cement mortar 1:5 for every 150mm depth or part thereof including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 11.52 KSRB 12-8.2 : Constructing brick masonry inspection chamber 500x700mm, and Each 450mm depth, ( clear inside dimension ) for pipeline with one or two inlets, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover with frame (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg ) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal , foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finished smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS

11.53 KSRB 12-8.2.1 : Extra for item no. KSRB 12-8.2 depth beyond 450mm and brick Each masonry chamber with table moulded non-modular bricks of class designation 50 in cement mortar 1:5 for every 150mm depth or part thereof including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS

11.54 KSRB 12-8.3 : Constructing brick masonry inspection chamber 600x850mm, and Each 450mm depth, ( clear inside dimension ) for pipeline with three or more inlets, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover with frame (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg ) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal , foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finished smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS

11.55 KSRB 12-8.3.1 : Extra for item no. KSRB12-8.3 depth beyond 450mm and brick Each masonry chamber with table moulded non-modular bricks of class designation 50 in cement mortar 1:5 for every 150mm depth or part thereof including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS

237.00

379.00

520.00

570.00

608.00

674.00

712.00

778.00

900.00

176.00

296.00

378.00

354.00

369.00

420.00

472.00

524.00

572.00

249.00

419.00

493.00

567.00

575.00

664.00

759.00

854.00

948.00

550.00

669.00

780.00

852.00

904.00

1029.00

1173.00

1312.00

1446.00

10021.00

15080.00

18727.00

22.00

30260.00

55780.00

30613.00

195.00

177.00

249.00

1227.00

1614.00

2137.00

5665.00

6640.00

3730.00

2490.00

635.00

483.00

6340.00

535.00

7117.00

619.00

12.SANITARY WORK 12.1 KSRB 11-1 : Providing and fixing white vitreous china clay, water closet pan Indian type ( Squatting pan ) of size 580mm with footrests, 100mm S or P trap, 10 litre low level, P.V.C flushing cistern ( all are approved make ) with fittings, C.I / M.S brackets, 32mm diameter flush pipe fittings and clamps, overflow arrangements with specials and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

12.2 KSRB 11-2 : Providing and fixing white vitreous china clay, water closet pan Orissa pattern of size 580 x 440mm with integral type footrests, 100mm S or P trap, 10 litre low level, P.V.C flushing cistern ( all are approved make ) with fittings, C.I / M.S brackets, 32mm diameter flush pipe fittings and clamps, overflow arrangements with special and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

12.3 KSRB 11-3 : Providing and fixing white vitreous china clay, water closet pan Indian type ( Squatting pan ) of size 580mm with footrests, 100mm S or P trap, (approved make) cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. 12.4 KSRB 11-4 : Providing and fixing white vitreous china clay, water closet pan Orissa pattern of size 580 x 440mm with integral type footrests, 100mm S or P trap, (approved make ) cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.5 KSRB 11-5 : Providing and fixing white vitreous china clay, water closet Each European type ( Pedestal type, P-trap ) with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 10 litre low level, P.V.C flushing cistern ( all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, overflow arrangements with special and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

12.6 KSRB 11-6 : Providing and fixing white vitreous china clay, water closet Each European type ( Pedestal type, S-trap ) with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 10 litre white glazed / vitreous china clay low level, flushing cistern ( all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, overflow arrangements with specials and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

12.7 KSRB 11-7.1 : Providing and fixing white vitreous china clay, flat back, Unit lipped front urinal basin of 430x260x350mm with 5 litres PVC automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.8 KSRB 11-7.2 : Providing and fixing white vitreous china clay, flat back, Unit lipped front urinal basin of 430x260x350mm in the range of two 7.5 litre P.V.C with automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.9 KSRB 11-7.3 : Providing and fixing white vitreous china clay, flat back, Unit lipped front urinal basin of 430x260x350mm in the range of three with 7.5 litres PVC automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.1 KSRB 11-7.4 : Providing and fixing white vitreous china clay, flat back, Unit lipped front urinal basin of 430x260x350mm in the range of four with 10 litres PVC automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

12.11 KSRB 11-8.1 : Providing and fixing white vitreous china clay, wall corner Unit type, lipped front urinal basin of size 340x410x265mm with 5 litres P.V.C automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.12 KSRB 11-8.2 : Providing and fixing white vitreous china clay, wall corner Unit type, lipped front urinal basin of size 340x410x265mm in the range of two with 7.5 litre P.V.C automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.13 KSRB 11-8.3 : Providing and fixing white vitreous china clay, wall corner Unit type, lipped front urinal basin of size 340x410x265mm in the range of three with 7.5 litre P.V.C automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.14 KSRB 11-8.4 : Providing and fixing white vitreous china clay, wall corner Unit type, lipped front urinal basin of size 340x410x265mm in the range of four with 10 litre P.V.C automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.15 KSRB 11-9.1 : Providing and fixing white vitreous china clay, flat back or Unit half stall urinal basin of size 580x380x350mm with 5 litres P.V.C automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps C.I dtrap with outlet grating and other couplings in C.P brass, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. 12.16 KSRB 11-9.2 : Providing and fixing white vitreous china clay, flat back or Unit half stall urinal basin of size 580x380x350mm in the range of two with 7.5 litres P.V.C automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps, C.I. trap with outlet grating and other couplings in C.P brass painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

12.17 KSRB 11-9.3 : Providing and fixing white vitreous china clay, flat back or Unit half stall urinal basin of size 580x380x350mm in the range of three with 10 litres P.V.C automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps, C.I. trap with outlet grating and other couplings in C.P brass painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.18 KSRB 11-9.4 : Providing and fixing white vitreous china clay, flat back or Unit half stall urinal basin of size 580x380x350mm in the range of four with 10 litres P.V.C automatic flushing cistern, C.I / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps, C.I. trap with outlet grating and other couplings in C.P brass painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.19 KSRB 11-10.1 : Providing and fixing white vitreous china clay, squatting plate with 5 litre P.V.C automatic flushing cistern including brass coupling C.I / M.S brackets, G.I flush pipe of standard size and C.P. brass spreaders painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

Unit

12.2 KSRB 11-10.2 : Providing and fixing white vitreous china clay, squatting Unit plate in the range of two single squatting plate with 7.5 litre P.V.C automatic flushing cistern including brass coupling C.I / M.S brackets, G.I flush pipe of standard size and C.P. brass spreaders painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.21 KSRB 11-10.3 : Providing and fixing white vitreous china clay, squatting Unit plate in the range of three single squatting plates with 10 litre P.V.C automatic flushing cistern including brass coupling C.I / M.S brackets, G.I flush pipe of standard size and C.P. brass spreaders painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.22 KSRB 11-10.4 : Providing and fixing white vitreous china clay, squatting Unit plate in the range of four single squatting plates with one number 15 litre P.V.C automatic flushing cistern including brass coupling C.I / M.S brackets, G.I flush pipe of standard size and C.P. brass spreaders painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

12.23 KSRB 11-11.1 : Providing and fixing white vitreous china clay, flat back Unit wash basin size 630x450mm with a pair of 15mm C.P brass pillar taps with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.24 KSRB 11-11.2 : Providing and fixing white vitreous china clay, flat back Unit wash basin size 630x450mm with a single 15mm C.P brass pillar tap with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.25 KSRB 11-11.3 : Providing and fixing white vitreous china clay, flat back Unit wash basin size 550x400mm with a pair of 15mm C.P brass pillar taps with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.26 KSRB 11-11.4 : Providing and fixing white vitreous china clay, flat back Unit wash basin size 550x400mm with a single 15mm C.P brass pillar tap with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.27 KSRB 11-11.5 : Providing and fixing white vitreous china clay, flat back Unit wash basin size 450x300mm with a single 15mm C.P brass pillar tap with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 12.28 KSRB 11-11.6 : Providing and fixing white vitreous china clay, angle back Unit wash basin size 600x480mm with a single 15mm C.P brass pillar tap with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. 12.29 KSRB 11-11.7 : Providing and fixing white vitreous china clay, angle back Unit wash basin size 400x400mm with a single 15mm C.P brass pillar tap with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11

12.3 KSRB 11-11.8 : Providing and fixing white vitreous china clay, surgeon type Unit wash basin size 660x460mm with a pair of 15mm C.P brass pillar taps with pair of elbow operated levers, C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. KBS 11 12.31 KSRB 11-11.9 : Providing and fixing white vitreous china clay, surgeon type Unit wash basin size 660x460mm with single 15mm C.P brass pillar tap with single elbow operated lever, C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. KBS 11 12.32 KSRB 11-12.1 : Providing and fixing kitchen sink of white glazed fire clay of Unit size 600x450x250mm with M.S / C.I brackets, C.P brass chain with rubber plug, 32 mm C.P. brass waste, tap with union, brass stop cock complete, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. KBS 11 12.33 KSRB 11-12.2 : Providing and fixing kitchen sink of white glazed fire clay of Unit size 750x450x250mm with M.S / C.I brackets, C.P brass chain with rubber plug, 32 mm C.P. brass waste, tap with union, brass stop cock complete, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. KBS 11 12.34 KSRB 11-13.1 : Providing and fixing laboratory sink of white glazed fire clay Unit of size 600x450x200mm with M.S / C.I brackets, C.P brass chain with rubber plug, 32 mm C.P. brass waste, tap with union, brass stop cock complete, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. KBS 11 12.35 KSRB 11-13.2 : Providing and fixing laboratory sink of white glazed fire clay Unit of size 450x300x150mm with M.S / C.I brackets, C.P brass chain with rubber plug, 32 mm C.P. brass waste, tap with union, brass stop cock complete, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications KBS 11 12.36 KSRB 11-14.1 : Providing and fixing stainless steel kitchen sink of size 510x1040mm bowl depth 178mm, with drain board, M.S / C.I brackets, stainless steel plug 40 mm, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.

Unit

12.37 KSRB 11-14.2 : Providing and fixing stainless steel kitchen sink of size 500x1000mm bowl depth 178mm, with drain board, M.S / C.I brackets, stainless steel plug 40 mm, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.

Unit

12.38 KSRB 11-14.3 : Providing and fixing stainless steel kitchen sink of size 400x915mm bowl depth 160mm, with drain board, M.S / C.I brackets, stainless steel plug 40 mm, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.

Unit

12.39 KSRB 11-15.1 : Providing and fixing 600x450mm bevelLead edge mirror of superior glass with 6mm hard board backing and fixed to wooden cleats with C.P screws, washers, including cost of materials, labour complete as per specifications. 12.4 KSRB 11-15.2 : Providing and fixing 450mm dia circular shape mirror with plastic moulded frame of approved make and shade with 6mm thick hard board backing including cost of materials, labour complete as per specifications. 12.41 KSRB 11-15.3 : Providing and fixing 453x357mm dia rectangular shape mirror with plastic moulded frame of approved make and shade with 6mm thick hard board backing including cost of materials, labour complete as per specifications. 12.42 KSRB 11-15.4 : Providing and fixing 450x350mm dia oval shape mirror with plastic moulded frame of approved make and shade with 6mm thick hard board backing including cost of materials, labour complete as per specifications. 12.43 KSRB 11-15.5 : Providing and fixing 1500x450mm dia rectangular shape mirror with plastic moulded frame of approved make and shade with 6mm thick hard board backing including cost of materials, labour complete as per specifications. 12.44 KSRB 11-16 : Providing and fixing 600x120mm glass shelf supported on alluminium angle frame with C.P brass brackets, guard rail fixed to wooden cleats with C.P. brass screws and washers including cost of materials, labour complete as per specifications.

Unit

Unit

Unit

Unit

Unit

Unit

12.45 KSRB 11-17-1 : Providing and fixing C.P. brass towel rail 740mm length, Unit 20mm dia with C.P brackets, fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete as per specifications. 12.46 KSRB 11-17.2 : Providing and fixing C.P. brass towel rail 600 mm length, Unit 20mm dia with C.P brackets, fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete as per specifications. 12.47 KSRB 11-18-1.1 : Providing and fixing sand cast iron soil waste and vent pipes 100mm dia with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications. KBS 11-1.10

M

12.48 KSRB 11-18-1.2 : Providing and fixing sand cast iron soil waste and vent M pipes 75mm dia with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications.KBS 11-1.10 12.49 KSRB 11-18-1.3 : Providing and fixing sand cast iron soil waste and vent M pipes 50mm dia with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.5 KSRB 11-18-2.1 : Providing and fixing sand cast iron soil waste bends 100 Each mm dia with access door, insertion of rubber washers 3mm thick bolts and nut, with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications. 12.51 KSRB 11-18-2.2 : Providing and fixing sand cast iron soil waste bends 75mm dia with access door, insertion of rubber washers 3mm thick bolts and nut, with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications.

Each

12.52 KSRB 11-18-2.3 : Providing and fixing sand cast iron soil waste bends 50mm dia with access door, insertion of rubber washers 3mm thick bolts and nut with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications

Each

12.53 KSRB 11-18-3.1 : Providing and fixing sand cast iron soil waste plain bend, 100mm dia with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.54 KSRB 11-18-3.2 : Providing and fixing sand cast iron soil waste plain bend, 75mm dia with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications KBS 11-1.10 12.55 KSRB 11-18-3.3 : Providing and fixing sand cast iron soil waste plain bend, 50mm dia with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.56 KSRB 11-18-4.1 : Providing and fixing sand cast iron soil waste double equal junction of required degree with access door 100x100x100x100mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10

Each

Each

Each

Each

12.57 KSRB 11-18-4.2 : Providing and fixing sand cast iron soil waste double equal Each junction of required degree with access door 75x75x75x75mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.58 KSRB 11-18-4.3 : Providing and fixing sand cast iron soil waste double equal Each junction of required degree with access door 50x50x50x50mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10

12.59 KSRB 11-18-5.1 : Providing and fixing sand cast iron soil waste single equal Each junction of required degree with access door 100x100x100mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.6 KSRB 11-18-5.2 : Providing and fixing sand cast iron soil waste single equal Each junction of required degree with access door 75x75x75mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.61 KSRB 11-18-5.3 : Providing and fixing sand cast iron soil waste single equal Each junction of required degree with access door 50x50x50mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.62 KSRB 11-18-6.1 : Providing and fixing sand cast iron soil waste double Each unequal junction of required degree with access door 100x100x75x75mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.63 KSRB 11-18-6.2 : Providing and fixing sand cast iron soil waste double Each unequal junction of required degree with access door 100x100x50x50mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.64 KSRB 11-18-6.3 : Providing and fixing sand cast iron soil waste double unequal junction of required degree with access door 75x75x50x50mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10

Each

12.65 KSRB 11-18-7.1 : Providing and fixing sand cast iron soil waste single unequal junction of required degree with access door 100x100x75mm,insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10 12.66 KSRB 11-18-7.2 : Providing and fixing sand cast iron soil waste single unequal junction of required degree with access door 100x100x50mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.67 KSRB 11-18-7.3 : Providing and fixing sand cast iron soil waste single unequal junction of required degree with access door 75x75x50mm, insertion of rubber washers 3mm thick bolts and nuts, including cost of materials, labour, testing complete as per specifications Specification No. KBS 11.1.10 12.68 KSRB 11-18-8.1 : Providing and fixing sand cast iron soil waste double equal junction of required degree 100x100x100x100mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10

Each

Each

Each

Each

12.69 KSRB 11-18-8.2 : Providing and fixing sand cast iron soil waste double equal junction of required degree 75x75x75x75mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.7 KSRB 11-18-8.3 : Providing and fixing sand cast iron soil waste double equal junction of required degree 50x50x50x50mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.71 KSRB 11-18-9.1 : Providing and fixing sand cast iron soil waste single equal junction of required degree with access door 100x100x100mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.72 KSRB 11-18-10.1 : Providing and fixing sand cast iron soil waste double unequal junction of required degree100x100x75x75mm, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10

Each

12.73 KSRB 11-18-11.1 : Providing and fixing sand cast iron soil waste single unequal junction of required degree 100x100x75mm, including cost of materials, labour, testing complete as per specifications. KBS 11-1.10

Each


Each


Each

12.76 KSRB 11-18-12.1 : Providing and fixing sand cast iron soil waste double equal invert plain branches of required degree 100x100x100x100mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.77 KSRB 11-18-12.2 : Providing and fixing sand cast iron soil waste double equal invert plain branches of required degree 75x75x75x75mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.78 KSRB 11-18-12.3 : Providing and fixing sand cast iron soil waste double equal invert plain branches of required degree 50x50x50x50mm, including cost of materials, labour, testing complete as per specifications Specification No. KBS 11.1.10 12.79 KSRB 11-18-13.1 : Providing and fixing sand cast iron soil waste single equal invert plain branches of required degree 100x100x100x100mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.8 KSRB 11-18-13.2 : Providing and fixing sand cast iron soil waste single equal invert plain branches of required degree 75x75x75x75mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10

Each

Each

Each

Each

Each

Each

Each

Each

12.81 KSRB 11-18-13.3 : Providing and fixing sand cast iron soil waste single equal invert plain branches of required degree 50x50x50x50mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.82 KSRB 11-18-14.1 : Providing and fixing sand cast iron soil waste double unequal invert plain branches of required degree 100x100x75x75mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.83 KSRB 11-18-14.3 : Providing and fixing sand cast iron soil waste double equal invert plain branches of required degree 75x75x50x50mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.84 KSRB 11-18-15.1 : Providing and fixing sand cast iron soil waste single unequal invert plain branches of required degree 100x100x75mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.85 KSRB 11-18-15.2 : Providing and fixing sand cast iron soil waste single unequal invert plain branches of required degree 75x75x50mm including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.86 KSRB 11-18-16.1 : Providing and fixing sand cast iron soil waste 152mm offsets for 100mm pipes, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10

Each

12.87 KSRB 11-18-16.2 : Providing and fixing sand cast iron soil waste 114mm offsets for 75mm pipes, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10

Each

12.88 KSRB 11-18-16.3 : Providing and fixing sand cast iron soil waste 230 mm offsets for 75mm pipes, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10

Each

Each

Each

Each

Each

Each

12.89 KSRB 11-18-17.1 : Providing and fixing sand cast iron trap of 100mm dia, of Each self cleaning design with screwed down or hinged grating with or without vent arm including cutting and making good the walls and floors, cost of materials, labour, testing, complete as per specifications Specification No. KBS 11.1.10 12.9 KSRB 11-18-17.2 : Providing and fixing sand cast iron trap of 75mm dia, of Each self cleaning design with screwed down or hinged grating with or without vent arm including cutting and making good the walls and floors, cost of materials, labour, testing, complete as per specifications. Specification No. KBS 11.1.10 12.91 KSRB 11-18-17.3 : Providing and fixing sand cast iron trap of 50mm dia, of Each self cleaning design with screwed down or hinged grating with or without vent arm including cutting and making good the walls and floors, cost of materials, labour, testing, complete as per specifications. Specification No. KBS 11.1.10

12.92 KSRB 11-18-18.1 : Providing lead caulked joints to sand cast iron / cast iron Joint ( spun ) pipes and fittings of 100mm dia, including cost of materials, labour, testing, complete as per specifications. Specification No. KBS 13.2.7 12.93 KSRB 11-18-18.2 : Providing lead caulked joints to sand cast iron / cast iron Joint ( spun) pipes and fittings of 75mm dia, including cost of materials, labour, testing, complete as per specifications specification No. KBS 13.2.7 12.94 KSRB 11-18-18.3 : Providing lead caulked joints to sand cast iron / cast iron Joint ( spun) pipes and fittings of 50mm dia, including cost of materials, labour, testing, complete as per specifications Specification No. KBS 13.2.7 12.95 KSRB 11-18-9.2 : Providing and fixing sand cast iron soil waste single equal junction of required degree with access door 75x75x75mm, including cost of materials, labour, testing complete as per specifications Specification No. KBS 11.1.10 12.96 KSRB 11-18-9.3 : Providing and fixing sand cast iron soil waste single equal junction of required degree with access door 50x50x50mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.97 KSRB 11-18-10.2 : Providing and fixing sand cast iron soil waste double unequal junction of required degree100x100x50x50mm, including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.98 KSRB 11-18-10.3 : Providing and fixing sand cast iron soil waste double unequal junction of required degree 75x75x50x50mm, including cost of materials, labour, testing complete as per specifications. 12.99 KSRB 11-18-19.1 : Providing and fixing M.S stays and clamps for sand cast iron pipes of 100mm dia including cost of materials, labour, complete as per specifications. 12.1 KSRB 11-18-19.2 : Providing and fixing M.S stays and clamps for sand cast iron pipes of 75mm dia including cost of materials, labour, complete as per specifications. 12.101 KSRB 11-18-19.3 : Providing and fixing M.S stays and clamps for sand cast iron pipes of 50mm dia including cost of materials, labour, complete as per specifications. 12.102 KSRB 11-18-14.2 : Providing and fixing sand cast iron soil waste double unequal invert plain branches of required degree 100x100x75x75mm including cost of materials, labour, testing complete as per specifications. Specification No. KBS 11.1.10 12.103 Providing (China Clay) glazed foot rests of approved 1st quality and make conforming to ISI specifications and fixing in CM (1:3) as directed (Rate includes cost of materials and conveyance to work spot).

Each

Each

Each

Each

No

No

No

Each

Pair

12.104 Providing plastic seat with approved 1st quality and make conforming to ISI specifications double flapped and fixing to English water closet with all fittings (Rate includes cost of materials, fixtures and conveyance to work spot). 12.104.1 -do- White Pair

12.104.2 -do- Black Pair 12.105 Providing 3 cms dia GI telescopic flush tank lever of approved 1st quality Each and make conforming to ISI specifications and fixing in position as directed by the Engineer. Rate includes cost of materials and conveyance to work spot. 12.106 Providing vulcanizing or rubber float of approved 1st quality and make Each conforming to ISI Specifications and fixing for low down cistern as directed .Rate includes cost of materials and conveyance to work spot. 12.107 Providing wash basin brackets of approved 1st quality and make Pair conforming to ISI Specifications and fixing for low down cistern as directed .Rate includes cost of materials and conveyance to work spot. 12.108 Providing pedestal for wash basin of approved 1st quality and make Each conforming to ISI Specifications and fixing for low down cistern as directed .Rate includes cost of materials and conveyance to work spot. 12.109 Providing and fixing white vitreous china clay urinals with flat back of Each approved make fixed to wooden plugs including bends, painting white to exposed pipes etc., complete as per directions.(rate includes cost of all materials and lead).A grade. 12.11 Providing white vitreous china clay Indian pattern squatting urinals with Each white glazed foot rests of approved quality and make conforming to ISI specifications and fixing in Position with M-15 as directed of size 50.8 cms X 38 cms X 10.16 cms - A Grade (Rate includes cost of all materials and conveyance to work spot). 12.111 Providing and fixing 7.5 cms to 15.00 cms dia NP grating 100 mm dia. 12.112 Providing stoneware gully trap of approved quality and make fixing in M-15 and plastering with CM 1:3 wherever necessary.( Rate includes cost of all materials, fixtures and lead). 12.112.1 -do- 10cms x 10cms 12.112.2 -do- 15cms x 10cms 12.113 Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). 12.113.1 -do- 10cms x 7.5cms 12.113.2 -do- 12.5cms x 7.5cms 12.113.b -Do- with scaffolding 12.113.c -Do- without scaffolding 12.113.e -do- underground stone ware pipes

Each

Each Each

Each Each M M M

3092.00

3829.00

939.00

1676.00

4251.00

4101.00

2849.00

3917.00

5112.00

6039.00

2798.00

3863.00

4518.00

4871.00

4620.00

7616.00

9901.00

12488.00

2947.00

4382.00

5104.00

6280.00

3256.00

2559.00

2903.00

2206.00

2118.00

2540.00

2288.00

4088.00

3458.00

3106.00

3569.00

3077.00

2724.00

6625.00

6150.00

5739.00

1030.00

648.00

791.00

618.00

1460.00

1132.00

834.00

748.00

734.00

638.00

337.00

511.00

432.00

405.00

388.00

302.00

277.00

816.00

658.00

641.00

738.00

578.00

470.00

874.00

874.00

422.00

816.00

738.00

500.00

814.00

658.00

5.00

738.00

874.00

461.00

439.00

396.00

814.00

581.00

498.00

814.00

579.00

500.00

874.00

500.00

461.00

396.00

427.00

402.00

809.00

725.00

563.00

475.00

100.00

87.34

74.24

540.00

470.00

874.00

500.00

185.00

165.00

51.22

858.00

150.00

250.00

200.00 220.00

167.00

207.00

835.00

820.00

920.00

145.00

175.00 250.00

220.00 270.00 50.00 40.00 16.00

13.WATER SUPPLY WORK 13.1 KSRB13-1.1 : Providing and fixing to wall, ceiling and floor galvanised / mild steel tube 15mm dia nominal bore with fittings (medium grade weight 1.27 kg/mtr) B class including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.8 13.2 KSRB13-1.2 : Providing and fixing to wall, ceiling and floor galvanised / mild steel tube 20mm dia nominal bore with fittings (medium grade weight 1.65 kg/mtr) B class including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.8 13.3 KSRB13-1.3 : Providing and fixing to wall, ceiling and floor galvanised / mild steel tube 25mm dia nominal bore with fittings (medium grade weight 2.51kg/mtr) B class including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.8 13.4 KSRB13-1.4 : Providing and fixing to wall, ceiling and floor galvanised / mild steel tube 32mm dia nominal bore with fittings (medium grade weight 3.23kg/mtr) B class including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.8 13.5 KSRB13-1.5 : Providing and fixing to wall, ceiling and floor galvanised / mild steel tube 40mm dia nominal bore with fittings (medium grade weight 3.72 kg/mtr) B class including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.8 13.6 KSRB13-1.6 : Providing and fixing to wall, ceiling and floor galvanised / mild steel tube 50mm dia nominal bore with fittings (medium grade weight 5.24kg/mtr) B class including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.8 13.7 KSRB13-2.1 : Extra for concealed pipe including painting with anticorrosive bitumastic paint cutting chases, making good the concrete surface, and plaster for 15mm dia nominal bore including cost of all materials, labour charges, HOM equipment complete as per specifications. Specification No.KBS 13.8 KSRB13-2.2 : Extra for concealed pipe including painting with anticorrosive bitumastic paint cutting chases making good the concrete surface and plaster for 20mm dia nominal bore including cost of all materials, labour and HOM equipment complete as per specifications. Specification No.KBS 13.9 KSRB13-2.3 : Extra for concealed pipe including painting with anticorrosive bitumastic paint, cutting chases making good the concrete surface and plaster for 25mm dia nominal bore including cost of all materials, labour and HOM equipment complete as per specifications. Specification No.KBS

M

M

M

M

M

M

M

M

M

13.1 KSRB13-3.1: Providing and fixing in trenches galvanised / mild steel tubes (medium grade) 15mm dia nominal bore with all fittings ( earth work in trenches to be measured and paid for separately ) including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.6

M

13.11 KSRB13-3.2 : Providing and fixing in trenches galvanised / mild steel tubes (medium grade) 20mm dia nominal bore with all fittings ( earth work in trenches to be measured and paid for separately ) including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.6

M


M


M


M


M


M


M


M


M

13.2 KSRB13-4.1 : Making connection of G.I distribution branch with G.I main of 25 to 40mm. nominal bore, including cutting and threading the pipes, providing and fixing Tee, nuts, labour for all item of works, testing and HOM of equipments complete as per specifications. Specification No.KBS 13.10

Nos

13.21 KSRB13-4.2 : Making connection of G.I distribution branch with G.I main of 50 to 85mm. and 100 to 150 nominal bore, including cutting and threading the pipes, providing and fixing Tee, nuts, labour for all item of works, testing and HOM of equipments complete as per specifications. Specification No.KBS 13.10 13.22 KSRB13-5 : Providing and fixing water meter with stop cock, jam nut, socket in G.I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.19 / 13.16

Nos

13.23 KSRB13-6.1-1 : Providing and fixing in position brass bib cock of approved quality 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 13.24 KSRB13-6.1-2 : Providing and fixing in position brass bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 13.25 KSRB13-6.1-3 : Providing and fixing in position brass bib cock of approved quality 25mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 13.26 KSRB13-6.2-1 : Providing and fixing in position brass stop cock of approved quality 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 13.27 KSRB13-6.2-2 : Providing and fixing in position brass stop cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3

Each

Set

Each

Each

Each

Each

13.28 KSRB13-6.2-3 : Providing and fixing in position brass stop cock of approved quality 25mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 13.29 KSRB13-6.2-4 : Providing and fixing in position brass stop cock of approved quality 32mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 13.3 KSRB13-6.2-5 : Providing and fixing in position brass stop cock of approved quality 40mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 13.31 KSRB13-6.2-6 : Providing and fixing in position brass stop cock of approved quality 50mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 13.32 KSRB13-6.3-1 : Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.6 / 13.3

Each

13.33 KSRB13-6.3-2 : Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.6 / 13.3

Each


Each


Each


Each


Each

Each

Each

Each

Each


Each


Each

13.4 KSRB13-6.4-1 : Providing and fixing in position brass ball valve high or low pressure with plastic float of approved quality 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS

Each


Each


Each

13.43 KSRB13-6.5-1 : Providing and fixing in position 15mm nominal bore brass ferrule with C.I mouth cover including boring and tapping the main, cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.3 / 13.14

Each


Each


Each

13.46 KSRB13-6.6-1 : Providing and fixing unplasticised PVC connection pipe with brass union 15mm nominal bore 300 mm length of PVC connection including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS

Set

13.47 KSRB13-6.6-2 : Providing and fixing unplasticised PVC connection pipe with brass union 15mm nominal bore 450mm length of PVC connection including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS

Set

13.48 KSRB13-6.6-3 : Providing and fixing unplasticised PVC connection pipe with brass union 20mm nominal bore 300 mm length of PVC connection including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS

Set

13.49 KSRB13-6.6-4 : Providing and fixing unplasticised PVC connection pipe with brass union 20mm nominal bore 450mm length of PVC connection including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS

Set

13.5 KSRB13-6.7-1 : Providing and fixing in position chromium plated brass shower rose with 15 or 20mm inlet 100mm dia including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.16 / 13.3

Each

13.51 KSRB13-6.7-2 : Providing and fixing in position chromium plated brass shower rose with 15 or 20mm inlet 150mm dia including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.16 / 13.3

Each

13.52 KSRB13-7.1-1 : Providing and fixing in position 25mm nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.10 / 13.13

Nos


Nos


Each


Nos


Nos


Nos


Nos

13.59 KSRB13-7.2-1 : Providing and fixing in position 25mm nominal bore nonreturn valve vertical type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.10 / 13.13

Nos


Nos


Nos


Nos


Nos


Nos


Nos

13.66 KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 20mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9

M

13.67 KSRB13-8.2 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 25mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9

M


M


M


M

13.71 KSRB13-9.1 : Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure 32mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.2 / 13.9

M


M


M

13.74 KSRB13-10.1 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure 16mm outside diameter chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.4 / 13.9

M


M


M


M

13.78 KSRB 13-11.1 : Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For 1000 litre capacity) Specification No.KBS 13.22

Nos

13.79 Providing and fixing gun metal wheel valve conforming to IS specification of approved make as per directions including all lead and lift etc., complete. 13.79.1 13.79.2 13.79.3 13.79.4 13.79.5 13.79.6 13.8

-do- for 15mm dia: -do- for 20mm dia: -do- for 25mm dia: -do- for 32mm dia: -do- for 40mm dia: -do- for 50mm dia: Providing gun metal pillar cocks 15mm dia of I class conforming to ISI specifications and fixing them in position as per directions including of cost of materials and fixtures and conveyance to spot.

Each Each Each Each Each Each Each

13.81 Providing NP/CP waste unions conforming to ISI specifications and fixing them in position as per directions including cost of materials, fixtures and conveyance to work spot etc., complete. 13.81.1 -do- for 32mm dia: 13.81.2 -do- for 40mm dia: 13.81.3 -do- for 50mm dia: 13.82 Providing & fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS 15450 duly â€œISIâ€•marked, U.V. stabalized with Carbon black for hot & cold water supply, capable to withstand temperature upto 80Â°C including all special composite fittings (engineering plastic blend and brass inserts wherever required.) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 meter spacing, cutting & making good the walls etc., including testing complete as required. (Internal work) Pipes exposed on wall

Each Each Each

13.82.1 13.82.2 13.82.3 13.82.4 13.82.5 13.82.6 13.83

1216(16 mm OD) Pipe 1620(20mm OD) pipe 2025(25mm OD) pipe 2532(32mm OD) pipe 3240 (40mm OD) pipe 4050 (50mm OD) pipe Providing & fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS 15450 duly â€œISIâ€•marked, U.V. stabalized with Carbon black for hot & cold water supply, capable to withstand temperature upto 80Â°C including all special composite fittings (engineering plastic blend and brass inserts wherever required.) e.g. elbows, tees, reducers, couplers & connectors etc. with cement tacking at 1.00 meter spacing, and every fitting, cutting & making good the walls etc., including testing complete as required. (Internal work) Concealed piping with cutting chases & making good walls etc.,

M M M M M M

13.83.1 13.83.2 13.83.3 13.83.4 13.83.5 13.83.6 13.84

1216(16 mm OD) Pipe 1620(20mm OD) pipe 2025(25mm OD) pipe 2532(32mm OD) pipe 3240 (40mm OD) pipe 4050 (50mm OD) pipe Providing & fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS 15450 duly â€œISIâ€•marked, U.V. stabalized with Carbon black for hot & cold water supply, capable to withstand temperature upto 80Â°C including all special composite fittings (engineering plastic blend and brass inserts wherever required.) e.g. elbows, tees, reducers, couplers & connectors etc. with tranching & refilling upto 1.00 meter depth including testing complete as required. (External work) Pipe in trenches including excavation & refilling etc.,

M M M M M M

13.84.1 13.84.2 13.84.3 13.84.4

1216 (16mm OD) pipe (20mm OD) pipe (25mm OD) pipe (32mm OD) pipe

M M M M

13.84.5 (40mm OD) pipe 13.84.6 (50mm OD) pipe 13.85 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall)

M M

13.85.1 13.85.2 13.85.3 13.85.4 13.85.5 13.85.6 13.86

15mm nominal OD pipes 20mm nominal OD pipes 25mm nominal OD pipes 32mm nominal OD pipes 40mm nominal OD pipes 50mm nominal OD pipes Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.)

M M M M M M

13.86.1 13.86.2 13.86.3 13.86.4 13.87

15mm nominal OD pipes 20mm nominal OD pipes 25mm nominal OD pipes 32mm nominal OD pipes Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work).

M M M M

13.87.1 13.87.2 13.87.3 13.87.4 13.87.5 13.87.6 13.87.7 13.87.8 13.87.9 13.87.10

15mm nominal OD pipes 20mm nominal OD pipes 25mm nominal OD pipes 32mm nominal OD pipes 40mm nominal OD pipes 50mm nominal OD pipes 62.50mm nominal OD pipes 75mm nominal OD pipes 100mm nominal OD pipes 150mm nominal OD pipes

M M M M M M M M M M

13.88 Providing and fixing polished granite sink of size 60cms x 90cms of 23cm thick, the sink portion shall be 15cm in depth of shapes oval / round / square over brick masonry in cement mortar 1:6 including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work.

Each


Each


Each

13.91 Providing and Fixing Stainless Steel sink of sizes upto 60cms x 45cms in 20mm thick granite slab of by cutting required thickness and width of grooves and fixing using adhesives etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work.

Each

13.92 Cutting granite slab upto 40mm thick and required width of grooves for fixing Stainless Steel sink and fixing using adhesives. 13.92.1 _do_ for fixing Stainless steel sink upto 60cm x 45 cms 13.92.2 _do_ for fixing Stainless steel sink above 60cm x 45 cms 13.93 Providing and fixing concealed UVstabilised and antimicrobial fusion 3 layer PP-R pipes confirming to DIN 8077 complete with PP-R plain fittings incluiding brass threaded polypropelene random fittings including chasing the walls. Internal Plumbing - for concealed fitting

No No

13.93.1 13.93.2 13.93.3 13.94

20mm pipe outer dia (3 layer) 25mm pipe outer dia (3 layer) 32mm pipe outer dia (3 layer) Providing and fixing concealed UV stabilised and antimicrobial fusion 3 layer PP-R pipes confirming to DIN 8077 compete with PP-R plain fittings including brass threaded polypropelene random fittings including chasing the walls. Internal Plumbing - for exposed on wall

M M M

13.94.1

20mm pipe outer dia (3 layer)

M

13.94.2 13.94.3 13.94.4 13.94.5 13.95

13.95.1 13.95.2 13.95.3 13.95.4 13.95.5 13.95.6 13.95.7 13.95.8 13.95.9 13.95.10

25mm pipe outer dia (3 layer) 32mm pipe outer dia (3 layer) 40mm pipe outer dia (3 layer) 50mm pipe outer dia (3 layer) Providing and fixing concealed UV stabilised and antimicrobial fusion 3 layer PP-R pipes confirming to DIN 8077 complete with PP-R plain fittings including brass threaded polypropelene random fittings including chasing the walls. External plumbing 20mm pipe outer dia (3 layer) 25mm pipe outer dia (3 layer) 32mm pipe outer dia (3 layer) 40mm pipe outer dia (3 layer) 50mm pipe outer dia (3 layer) 63mm pipe outer dia (3 layer) 75mm pipe outer dia (3 layer) 90mm pipe outer dia (3 layer) 110mm pipe outer dia (3 layer) 160mm pipe outer dia (3 layer)

M M M M

M M M M M M M M M M

155.00

190.00

264.00

289.00

337.00

422.00

81.66

81.66

81.96

130.00

162.00

236.00

255.00

296.00

366.00

556.00

723.00

870.00

845.00

286.00

613.00

1125.00

186.00

230.00

240.00

173.00

172.00

170.00

170.00

171.00

169.00

370.00

492.00

712.00

1023.00

1284.00

1946.00

2357.00

2905.00

324.00

503.00

658.00

198.00

280.00

313.00

309.00

390.00

333.00

363.00

638.00

681.00

554.00

799.00

950.00

1372.00

1903.00

2412.00

2853.00

483.00

586.00

890.00

1298.00

1751.00

2221.00

2223.00

72.80

87.23

146.00

193.00

207.00

171.00

216.00

227.00

74.12

83.30

89.85

100.00

6585.00

265.00 330.00 460.00 670.00 850.00 1300.00 225.00

110.00 140.00 190.00

175.00 220.00 280.00 350.00 650.00 750.00

220.00 260.00 310.00 400.00 520.00 680.00

150.00 200.00 250.00 320.00

420.00 520.00

100.00 120.00 150.00 200.00 280.00 410.00

115.00 180.00 220.00 280.00

95.00 110.00 140.00 190.00 270.00 400.00 1250.00 1550.00 2150.00 3750.00

5849.00

4920.00

3991.00

605.00

445.00 667.00

181.00 236.00 287.00

124.00

158.00 214.00 302.00 466.00

114.00 154.00 196.00 276.00 501.00 643.00 799.00 1212.00 1287.00 2411.00

14.FLOORING 14.1 KSRB 14.1 : Providing and laying flooring with burnt stone slabs 10 cms thick, rough chistle dressed on sand bed 7.5 cms to 8 cms thick and pointed with cement mortar 1:3, , including cost of materials, labour, curing complete as per specifications. Specification No. KBS 14.26 14.2 KSRB 14.2 : Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, labour, curing complete as per specifications. Specification No. KBS 14.26 14.3 KSRB 14.3 : Providing and laying flooring and steps machine cut granite slabs 40mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, labour, curing complete as per specifications. Specification No. KBS 14.26

Sqm

Sqm

Sqm

14.4 KSRB 14.4 : Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, labour, curing complete as per specifications. Specification No. KBS 14.26 14.5 KSRB 14.5 : Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, labour, curing complete as per specifications. Specification No. KBS 14.26 14.6 KSRB 14.6-1: Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS

Sqm

14.7 KSRB 14.6-2 : - do - heavy duty cobble stones 75mm thick 14.8 KSRB 14.7-1: Providing and laying flooring with M15 cement concrete 40 mm thick using broken granite 20mm and down size laid to line and level in one layer and finish with a floating coat of neat cement , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.3

Sqm Sqm

14.9 KSRB 14.7-2 : Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete, using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50 kg of cement ) finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.3

Sqm

Sqm

Sqm

14.1 KSRB 14.7-3 : Providing and laying flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete, using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with cement mortar 1:3, finished with floating coat of neat cement , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.3

Sqm

14.11 KSRB 14.7-4 : Extra for making chequers of approved pattern on cement concrete floor, steps, landings, pavements , including cost of labour complete as per specifications. Specification No. KBS 14.12 KSRB 14.8-1: Providing and laying linolium covering to floors plain or coloured 3.2mm thick sheet / tiles laid with an approved adhesive on sub floor stretching, cutting and fixing complete , including cost of materials, labour, complete as per specifications. Specification No. KBS 14.37.7

Sqm

14.13 KSRB 14.9-1: Providing and laying M-15 cement concrete flooring, 50 mm thick with metallic concrete hardner toping, under layer of 35mm thick m-15 cement concrete using broken granite metal of 20mm and down size, and top layer 50mm thick of metallic cement hardner consisting of mix 1:2 ( 1 cement hardner mix : 2 granite metal 10mm nominal size ) by volume, with which metallic hardening compound of approved quality mix in the ratio of 4:1 ( 4 part of cement and 1 part of metallic floor hardening compound of approved quality by wt) , including finishing cost of materials, labour, curing, complete as per specifications Specification No. KBS 14.4

Sqm

14.14 KSRB 14.9-2 : Providing and laying M-15 cement concrete flooring 60 mm thick with metallic concrete hardner toping, under layer of 45mm thick M-15 cement concrete using broken granite metal of 20mm and down size and top layer of 15mm thick metallic cement hardner consisting of mix 1:2 ( 1 cement hardner mix : 2 granite metal 10mm nominal size ) by volume, with metalic hardening compound of approved quality mix in the ratio of 4:1 ( 4 part of cement = 1 part of metallic floor hardening compound of approved quality by wt ) , including finishing, cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.4

Sqm

14.15 KSRB 14.10-1: Flooring with 25mm to 40mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS

Sqm

14.16 KSRB 14.10-2: Flooring with 25mm to 40mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS

Sqm

Sqm

14.17 KSRB 14.10-3: Providing flooring with 25mm to 40mm thick polished Cadapa slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS

Sqm

14.18 KSRB 14.11-1: Providing mosaic flooring with cast-in-situ 40mm thick using marble chips flooring rubbed and polished to granolithic finish with under layer of 28mm thick cement concrete M-15 with stone aggregate 12mm and down size, and top layer 12mm thick with dark shade pigment with ordinary cement in top layer only using white, black, chacolate, yellow or baroda green marble chips of size from 7 to 10 nominal size laid in cement marble powder mix 3:1 ( 3 cement : 1 marble powder by weight ) in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips by volume ) curing polishing oxalic acid wash, wax polish , including cost of materials, labour, complete as per specifications. Specification No. KBS 14.8

Sqm

14.19 KSRB 14.11-2 : Providing mosaic flooring with cast-in-situ 40mm thick using marble chips flooring, rubbed and polished to granolithic finish with under layer of 28mm thick cement cocrete M-15 with stone aggregate 12mm and down size , and top layer 12mm thick with light shade pigment with white cement in top layer only using white, black, chacolate, yellow or baroda green marble chips of size from 7 to 10 nominal size laid in cement marble stone mixed 3:1 ( 3 cement : 1 marble powder by weight ) in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips by volume ) curing polishing oxalic acid wash, wax polish , including cost of materials, labour, complete as per specifications. Specification No. KBS 14.8

Sqm

14.2 KSRB 14.11-3 : Providing mosaic flooring with cast-in-situ 40mm thick using marble chips flooring rubbed and polished to granolithic finish with under layer of 28mm thick cement cocrete M-15 with stone aggregate 12mm and down size, and top layer 12mm thick with medium shade pigment with approximately 50% white cement and 50% ordinary cement in top layer only using white, black, chacolate, yellow or baroda green marble chips of size from 7 to 10 nominal size laid in cement marble stone mixed 3:1 ( 3 cement : 1 marble powder by weight ) in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips by volume ) curing polishing oxalic acid wash, wax polishing, including cost of materials, labour, complete as per specifications. Specification No. KBS 14.8

Sqm

14.21 KSRB 14.11-4 : Providing mosaic flooring with cast-in-situ 40mm thick using marble chips and polished to granolithic finish with under layer of 28mm thick cement concrete M-15 with stone aggregate 12mm and down size , and top layer 12mm thick with white cement without any pigment in top layer only using white, black, chacolate, yellow or baroda green marble chips of size from 7 to 10 nominal size laid in cement marble powder mix 3:1 ( 3 cement : 1 marble powder by weight ) in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips by volume ) curing, polishing oxalic acid wash, wax polish , including cost of materials, labour, complete as per specifications. Specification No. KBS 14.8

Sqm

14.22 KSRB 14.11-5 :Extra for providing and fixing aluminium strips 40 mm wide and 1.5mm thick painted with a protective coat of bitumen for joints of mosaic floors, including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.23 KSRB 14.11-6 :Extra for providing and fixing glass strips 40 mm wide and 4mm thick for joints of mosaic floors , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.24 KSRB 14.12-1: Providing mosaic tiles flooring with precast grey colour mosaic tiles 20mm thick using marble chips of approved colour 7 to 10 nominal size laid in floors and landings on a bed of 25mm thick cement mortar 1:6, mix, jointed with neat cement slurry mix with pigment to match the shade of tiles curing, rubbing, polishing, oxalic acid wash, wax polish , including cost of materials, labour, HOM of machinary complete as per specifications. Specification No. KBS 14.11

M

M

Sqm

14.25 KSRB 14.12-2: Providing mosaic tiles flooring with precast light shade pigment with white cement mosaic tiles 20mm thick using marble chips of approved colour 7 to 10 nominal size laid in floors and landings on a bed of 25mm thick cement mortar 1:6, mix, jointed with neat cement slurry mix with pigment to match the shade of tiles, curing. rubbing, polishing, oxalic acid wash, wax polish, including cost of materials, labour, HOM of machinary complete as per specifications. Specification No. KBS 14.11

Sqm

14.26 KSRB 14.12-3 : Providing mosaic tiles flooring with precast medium shade pigment using 50% white cement and 50% ordinary cement mosaic tiles 20mm thick using marble chips of approved colour 7 to 10 nominal size laid in floors and landings on a bed of 25mm thick average thickness of cement mortar 1:6, mix, jointed with neat cement slurry mix with pigment to match the shade of tiles, curing, rubbing, polishing, oxalic acid wash, wax polish , including cost of materials, labour, HOM of machinary complete as per specifications.

Sqm

14.27 KSRB 14.12-4 : Providing mosaic tiles flooring with white precast cement mosaic tiles 20mm thick using marble chips of 7 to 10 nominal size laid in floors and landings on a bed of 25mm thick average thickness of cement mortar 1:6, mix, jointed with neat cement slurry mix with pigment to match the shade of tiles, curing, rubbing, polishing, oxalic acid wash, wax polish , including cost of materials, labour, HOM of machinary complete as per specifications.

Sqm

14.28 KSRB 14.13-1: Providing precast chequered mosaic tiles dark shade using ordinary grey cement for steps and flooring, with precast 20mm thick, using marble chips of 7 to 10 nominal size laid in floors, steps and landings on a bed of 12mm thick cement mortar 1:3 mix, and jointed with neat cement slurry mixed with pigment to match the shade of tiles, curing, rubbing, polishing, oxalic acid wash, wax polish , including cost of materials, labour, complete as per specifications.

Sqm

14.29 KSRB 14.13-2: Providing precast chequered mosaic tiles light shade using white cement for steps and flooring, 20mm thick, using marble chips of 7 to 10 nominal size laid in floors, steps and landings on a bed of 12mm thick cement mortar 1:3 mix, and jointed with neat cement slurry mixed with pigment to match the shade of tiles curing, rubbing, polishing, oxalic acid wash, wax polish , including cost of materials, labour, complete as per specifications. Specification No. KBS 14.13, 14.14

Sqm

14.3 KSRB 14.13-3: Providing precast chequered mosaic tiles medium shade pigment using 50% white cement and 50% ordinary cement for steps and flooring 20mm thick using marble chips of 7 to 10 nominal size laid on a bed of 12mm thick cement mortar 1:3 mix, and jointed with neat cement slurry mixed with pigment to match the shade of tiles curing, rubbing, polishing, oxalic acid wash, wax polish , including cost of materials, labour, complete as per specifications. Specification No. KBS 14.13, 14.14

Sqm

14.31 KSRB 14.13-4: Providing precast chequered mosaic tiles white colour for steps and flooring, 20mm thick, using marble chips of 7 to 10 nominal size laid on a bed of 12mm thick cement mortar 1:3 mix, and jointed with neat cement slurry mixed with pigment to match the shade of tiles rubbing, polishing, oxalic acid wash, wax polish, including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.13, 14.14

Sqm

14.32 KSRB 14.14-1: Providing white glazed tiles of all sizes 10mm thick for flooring, treads of steps and landings, laid on a bed of 12mm thick, cement mortar 1:3 mix, finished with flush pointing using white cement, including cost of materials, labour, curing, complete as per specifications.

Sqm

14.33 KSRB 14.14-2: Providing colour glazed tiles all sizes 10mm thick for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing using white cement with matching colour pigment , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.15.2 14.34 KSRB 14.14-3: Providing white glazed tiles of all sizes 6mm thick for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing using white cement , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.15.1

Sqm

14.35 KSRB 14.14-4: Providing colour glazed tiles of all sizes 6mm thick for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing using white cement with matching colour pigment , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.15.2

Sqm

Sqm

14.36 KSRB 14.14-5: Providing Ceramic tiles of approved make,shade and size for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing with white cement using colour pigment , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.36.1 14.36.2 14.36.3 14.37

_do_ for Ceramic Tiles of size 15x15cms _do_ for Ceramic Tiles of size 30x30cms _do_ for Ceramic Tiles 400 x 400mm on a bed of 20mm thick KSRB 14.15-1: Providing marble slab flooring 20mm thick with edges of slab machine cut, for flooring, treads of steps and landings laid on a bed of 25mm thick cement mortar 1:6, mix, to line and level, jointed with cement slurry curing, rubbing, polishing complete finishIing with flush pointing using white cement, including cost of materials, HOM of machineries, labour, curing, complete as per specifications. Note : While preparing analysis the quality of marble slab should be clearly noted namely white marble, adanga marble, makrana etc., and also size of slab should be noted clearly. Specification No. KBS 14.18

Sqm Sqm Sqm Sqm

14.38 KSRB 14-16.1 : Providing skirting upto 30 cms. height with cement mortar 1:3 finished with a floating coat of neat cement including rounding off junctions floor, overall 15 mm thick including cost of materials, labour, complete as per specifications. Specification No.KBS 14.5

Sqm

14.39 KSRB 14-16.2 : Providing red oxide skirting upto 30 cms. height with cement mortar 1:3 including rounding off junctions with floor, finished overall 15 mm thick, top portion 5mm thick mixed with red oxide and a floating coat of neat cement using 3.5kg of red oxide of iron per 50 kg of cement including cost of materials, labour, complete as per specifications. Specification No.KBS 14.5

Sqm

14.4 KSRB 14-17.1 : Providing skirting, dado, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately) using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Specification No.KBS 14.16, 14.17 14.41 KSRB 14-17.2 : Providing skirting, dado, rises of steps with colour glazed tiles on 10mm thick cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately) using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Specification No.KBS 14.16, 14.17 14.41.1 Colour glazed tiles 15x15 cms 6mm thick 14.41.2 Colour glazed tiles 30x60 cms 6mm thick with border of size 30 x 10 cms 14.41.3 Colour glazed tiles 30x45 cms 6mm thick with border of size 30 x 10 cms.

Sqm

Sqm Sqm Sqm

14.42 KSRB 14-18.1 : Providing skirting, dado, rises of steps with marble slabs not exceeding 30 cms. height on 10 cms. thick cement mortar 1:3 and jointed with white cement slurry over rough plaster surface (excluding cost of rough plastered which should be measured and paid separately ) using marble slab with machine cut edges upto 25cms. thick including cost of materials, labour, complete as per specifications. Specification No.KBS 14.19

Sqm

14.43 Providing and fixing Special make glazed Vitrified tiles (Granomite finish) of approved make, quality and colour of size 600x600x10mm thick fixed on existing flooring with a special roffe adhesive for flooring and skirting etc., complete including providing spears at required interval and removing stains etc., complete.

Sqm

14.44 Providing flooring with 60 cms.x 60 cms. size Vitrified glazed tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.

Sqm

14.45 Providing vitrified tiles 60 x 60cms of approved make, shade and size for flooring laid on a bed of 12mm thick cement mortar 1:3 mix, flush pointing with white cement using colour pigment, including cost of materials, labour, curing complete as per specification. 14.46 Providing and laying pattern flooring for staircase treads and risers using the combination of 20mm thick ruby red granite @ 66%,20 mm thick grey granite @ 20%, 20mm thick Shiva gold granite 7%, 20mm thick black granite 7%. The granite materials are laid on existing bed of CM 1:3 20mm thick pointed with colour pigment, including full rounding for nosing, flaming the ruby red granite for 50 mm wide curing etc., complete.

Sqm

14.47 Providing and laying flooring using prepolished, water cut/ gang saw 19mm thick granite laid over existing floor in CM 1:4 at 20mm thick (average) and pointed with white / gey pigment etc., complete 14.47.1 -do- using grey granite 14.47.2 -do- using black granite 14.47.3 -do- using 10mm thick grey granite tiles 14.47.4 -do- using 10mm thick black granite tiles 14.47.5 -do- Using Raw silk granite 14.47.6 -do- using Hassan green granite 14.48 Providing and laying flooring for corridors/lobbies using combination of pre polished 19 mm thick water cut/gang saw Grey Granite, Black Granite, and strips of 50mm wide pre flamed grey granite using pre polished grey granite 19mm thick 76%, Pre polished black granite 19mm thick @ 2% and preflamed 19mm thick grey granite @22% over existing cement concrete bed in CM 1:4 average 20mm thick pointed with white cement/colour pigment etc., complete. 14.48.1 14.48.2

_do_ using 19mm thick granite _do_ using 10mm thick granite

Sqm

Sqm Sqm Sqm Sqm Sqm Sqm

Sqm Sqm

14.49 Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including curing etc., complete. 14.5 "Providing and fixing skirting of 300mm high using prepolished water cut/gang saw of 19mm thick grey granite 0.5mm wide chamfered width and depth and fixing in CM 1:4 of 20mm thick after chipping the walls etc., complete.â€•

Sqm

M

14.51 Providing and laying Hassan Green granite flooring for staircase, treads and rises using pre polished 20 mm thick water cut green Granite slab laid over existing cement concrete bed in CM 1:3, average 20mm thick including full rounding for nosing , cutting 3 line grooves not more than 2 mm wide for antiskidding, curing etc.,complete. 14.52 Providing and laying plat form using prepolished, water cut / gang saw 40mm thick telephonic Black Granite. laid on existing vertical -supports and fixing in CM 1:3 proportion. Including cutting to required shape, pattern with paper joints, including full rounding for nosing, finished with cement mortar, pointed with colour pigments to match the colour of slab making through jointing with sealant, making holes 25mm x 12mm grooves in joints including curing.

Sqm

14.53 Providing full nosing for 40mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification 14.54 Providing half nosing for 40mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification 14.55 Providing full nosing for 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification 14.56 Providing half nosing for 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification 14.57 Providing and fixing 40mm thick sadarhalli grey flammed granite slab for bath areas in Bathrooms over a bed of 25mm thick CM 1:6 and fixing granite slab with CM 1:3. 14.58 Providing and fixing granite flooring in combination of 19mm thick (Avg) gang saw water cut LAKARED granite with 86% and with 14% of 19mm thicl (avg) Black granite in CM 1:4 proportion with a coat of rough plastering using CM 1:4, cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification

M

Sqm

M

M

M

Sqm

Sqm

14.59 Providing and fixing 20mm thick gang saw water cut telephonic black granite in CM 1:4 proportion with a coat of rough plastering using CM 1:4, cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification

Sqm

14.6 Providing and fixing 20mm thick gang saw water cut LAKARED granite in CM 1:4 proportion with a coat of rough plastering using CM 1:4, cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification .

Sqm

14.61 Providing and fixing 20mm thick gang saw water cut sadarhalli grey granite in CM 1:4 proportion, cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing. 14.62 Providing and laying/fixing cement base, precast, pre polished cement concrete, designer tiles 25mm thick conforming to IS 1237 heavy duty tiles for flooring, treads of steps and landing, laid on a bed of 12mm thick cement mortar 1:3 mis finished with flush pointing using white cement, including cost of materials, including cutting, griding the edge to half/full round wherever required, labour, curing complete as per specification.

Sqm

14.63 Providing and fixing Ceramic tiles of size 400x400mm for flooring, threads, steps and landing, laid on a bed of 20mm thick cement mortar 1:3 mix flush pointing with white cement mixed with matching colour pigment including curing, cleaning etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for equipment, , etc., complete as per specification

Sqm

14.64 Providing and fixing colour glazed tiles of size 300mmx600mm for walls with borders of size 300x100mm, set in Cement Mortar 1:3 and pointed with white cement with matching colour pigment with necessary curing, cleaning including providing and removing scaffolding wherever necessary etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for equipment, etc., complete as per specification.

Sqm

14.65 Providing and fixing colour glazed tiles of size 300mmx450mm for walls with borders of size 300x100mm, set in Cement Mortar 1:3 and pointed with white cement with matching colour pigment with necessary curing, cleaning including providing and removing scaffolding wherever necessary etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for equipment, etc., complete as per specification.

Sqm

Sqm

14.66 Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of block of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specification.

14.66.1 _do_ 65 mm thick 14.66.2 _do_ 80 mm thick 14.67 Providing and fixing of wall cladding using 20mm thick gang saw water cut grey granite in CM 1:3 proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including curing etc., complete.

Sqm Sqm Sqm

578.00

580.00

2014.00

2361.00

942.00

685.00

755.00 246.00

450.00

383.00

15.83

464.00

2018.00

2083.00

864.00

821.00

921.00

904.00

1022.00

941.00

928.00

27.71

39.81

512.00

677.00

573.00

699.00

757.00

825.00

797.00

797.00

915.00

914.00

801.00

1143.00

797.00 876.00 994.00 1908.00

196.00

225.00

835.00

957.00 1278.00 1160.00

2018.00

1256.00

1208.00

1072.00

6144.00

1970.00 1907.00 1208.00 1466.00 2957.00 2228.00

3345.00 2817.00

3479.00

690.00

3424.00

2229.00

362.00

242.00

181.00

121.00

1475.00

4084.00

2392.00

4045.00

1689.00

944.00

932.00

1029.00

835.00

666.00 836.00 2563.00

15.FINISHING WORK 15.1 KSRB 15.1.1 Providing flush pointing to square rubble, course or uncoursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. 15.2 KSRB 15.1.2 Providing flush pointing to square rubble, course or uncoursed stone masonry with cement mortar 1:4, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. 15.3 KSRB 15.1.3 â€“ do â€“ Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. 15.4 KSRB 15.1.4 Providing ruled pointing to coursed stone masonry with cement mortar 1:4, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. 15.5 KSRB 15.1.5 Providing raised and cut pointing to coursed stone masonry with cement mortar 1:3, 20mm, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. 15.6 KSRB 15.1.6 Providing raised and cut pointing to coursed stone masonry with cement mortar 1:4, 20mm, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. 15.7 KSRB 15.2.1 Providing flush pointing to stone slab pavements, with cement mortar 1:3, after raking joints, nicely lining, including cost of materials, labour, curing complete as per specifications.

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

15.8 KSRB 15.2.2 Providing ruled pointing to stone slab pavements with cement mortar 1:3, 20mm deep, after raking joints , including cost of materials, labour, curing complete as per specifications.

Sqm

15.9 KSRB 15.3.1 Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. 15.1 KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. 15.11 KSRB15-3.3 : Providing 12mm thick cement plaster in single coat with cement mortar 1:6, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Sqm

Sqm

Sqm

15.12 KSRB15-3.4 : Providing 15mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. 15.13 KSRB15-3.5 : Providing 15mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. 15.14 KSRB15-3.6 : Providing 15mm thick cement plaster in single coat with cement mortar 1:6, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. 15.15 KSRB15-3.7 : Providing 18mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. 15.16 KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. 15.17 KSRB15-3.9 :Providing 18mm thick cement plaster in single coat with cement mortar 1:6, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. 15.18 KSRB15-3.10 : Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Sqm

15.19 KSRB15-3.11 : Providing 20mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Sqm

15.2 KSRB15-3.12 :Providing 20mm thick cement plaster in single coat with cement mortar 1:6, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

15.21 KSRB15-3-13 : Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Sqm

15.22 KSRB15-3.14 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Sqm

15.23 KSRB15-4.1 Extra for providing and mixing waterproofing compound in cement plaster work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:3, 12mm thick cost of materials complete as per specifications.

Sqm


Sqm


Sqm

15.26 KSRB15-4.4 Extra for providing and mixing waterproofing compound in cement plaster work at one kg per bag or in the proportion recommended by the manufacturers, forcement mortar 1:4, 18mm thick cost of materials complete as per specifications.

Sqm

15.27 KSRB15-4.5 Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications.

Sqm

15.28 KSRB15-4.6 Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:3, 20mm thick cost of materials complete as per specifications.

Sqm

15.29 KSRB15-4.7 Extra for providing and mixing waterproofing compound in cement plaster for brick masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications.

Sqm

15.3 KSRB15-5.1 : Providing rough cement plastering 15mm thick in single coat with cement mortar 1:4, to brick masonry for base of dadooing works with sand of approved quality, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Sqm

15.31 KSRB15-5.2 : Providing rough cement plastering 15mm thick in single coat with cement mortar 1:6, to brick masonry for base of dadooing works with sand of approved quality, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Sqm

15.32 KSRB15-6 : Providing floating coat of cement to plastering and finishing smooth, including cost of materials, labour, curing complete as per specifications. 15.33 KSRB15-7 : Providing lime rendering for plastering to wall and ceiling, including cost of materials, labour, curing complete as per specifications.

Sqm

Sqm

15.34 KSRB 15.8.1 Providing and fixing plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment )

M


M


M

15.37 KSRB 15.9 Providing and fixing corner beads 45x45mm size manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along exposed corners of walls, coloumns, lintels including cost of materials, labour for fixing complete . (length of mesh be measured for payment)

M

15.38 KSRB 15.10.1 Providing white washing to new wall surface in two coats with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications.

Sqm

15.39 KSRB 15.10.2 Providing white washing for every one additional coat with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications.

Sqm

15.4 KSRB 15.10.3 Providing white washing to ceiling and / or sloping roof surface in two coats with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications.

Sqm

15.41 KSRB 15.10.4 Providing white washing to ceiling and / or sloping roof surface with additional one coat with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications. 15.42 KSRB 15.11.1Providing cement washing to rough wall surface in one coat with portland cement slurry to give an even shade after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter including cost of materials, labour, complete as per specifications. 15.43 KSRB 15.11.2 Providing cement washing on iron surface in one coat with portland cement slurry mixed with boiled linseed oil to give an even surface after thoroughly cleaning the surface to remove all dirt, dust, mortar drops and other foreign matter including cost of materials, labour, complete as per specifications.

Sqm

15.44 KSRB 15.12.1Providing Gopi colour washing to new wall surface in two coats with lime and gopi colour of approved quality, to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter including cost of materials, labour, complete as per specifications.

Sqm

15.45 KSRB 15.12.2 Providing Gopi colour washing to new wall surface in one coat with lime and gopi colour of approved quality, to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter including cost of materials, labour, complete as per specifications.

Sqm

Sqm

Sqm

15.46 KSRB15-13 : Applying of distemper KSRB 15-13.1 : Providing and applying one coat distemper primer of approved brand on wall surface after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter including preparing the surface, even and sand paper smooth, cost of materials, labour, complete as per specifications. 15.46.1 15.46.2

-wall surfaceKSRB 15-13.2 : Extra over Item 15-13.1 for applying one coat of distemper primer over ceiling and / or sloping roof as per specifications.

15.47 KSRB 15-13.3 : Providing and applying two coats dry distemper of approved brand, and shade on wall surface including priming coat and whitening after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. 15.47.1 -do15.47.2 KSRB 15-13.4 : Extra over Item 15-13.3 for applying distemper primer over ceiling and / or sloping roof as per specifications.

Sqm Sqm

Sqm Sqm

15.48 KSRB 15-13.5 : Providing and applying one coat on old surface dry distemper of approved brand, and shade on wall surface after thoroughly brooming the surface clean of all gease, dirt, loose pieces of scales including preparing the surface even and sand paper smooth, cost of material, labour, complete as per specifications. 15.48.1 15.48.2

-wall surfaceKSRB 15-13.6 : Extra over Item 15-13.5 for applying distemper over ceiling and /or sloping roof as per specifications. 15.48.3 KSRB 15-13.7 : Extra for providing and applying every subsequent cost of dry distemper of approved brand , for item no. 15-13.3 and 15-13.5 of approved shade on wall surface cost of materials, labour, complete as per specifications. 15.49 KSRB 15-14.1 : Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.

Sqm Sqm

15.49.1 15.49.2

Sqm Sqm

-doKSRB 15-14.2 : Extra over Item 15-14.1 for applying oil bound washable distemper on ceiling and / or sloping roof as per specifications.

Sqm

15.5 KSRB 15-14.3 : Providing and applying one coat with oil bound washable distemper of approved brand and shade on wall surface to give an even shade after throughly brooming the surface free from all grease, dirt, loose peases of scales, including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. 15.50.1 15.50.2

-doKSRB 15-14.4 : Extra over Item 15-14.3 for applying one coat with oil bound washable distemper on ceiling and / or sloping roof as per specifications. 15.51 KSRB 15-15.1 : Providing and applying painting in two coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface, free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. 15.51.1 -do15.51.2 -do- with primer 15.51.3 KSRB 15-15.2 : Extra over Item 15-15.1 for painting two coats with plastic emulsion paint of approved brand and shade on ceiling and / or sloping roof as per specifications.

Sqm Sqm

Sqm Sqm Sqm

15.52 KSRB 15-15.3 : Providing and applying painting in one coat with plastic emulsion paint of approved brand and manufacture on wall surface to give an even approved shade after throughly brushing the surface, free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. 15.52.1 15.52.2

-doKSRB 15.15.4 : Extra over Item 15-15.3 for painting with one coat plastic emulsion paint of approved brand and shade on ceiling and / or sloping roof as per specifications. 15.52.3 KSRB 15-15.5 : Extra for providing and applying every subsequent coat of painting with plastic emulsion paint of approved brand and shade for Item no.15-15.1 and 15-15.3 cost of materials, labour, complete as per specifications. 15.53 KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. 15.53.1 15.53.2 15.53.3

Sqm Sqm

Sqm

Sqm -doSqm -do- with primer KSRB 15-16.3 : Extra for providing and applying every subsequent coat of Sqm waterproofing cement paint of approved brand and shade for Item no.1516.1 cost of materials, labour, complete as per specifications.

15.54 KSRB 15-16.2 : Providing and finishing external walls in one coat with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. 15.54.1 15.54.2 15.54.3

-do-do- with primer KSRB 15-16.3 : Extra for providing and applying every subsequent coat of waterproofing cement paint of approved brand and shade for Item no.1516.1 and 15-16.2 cost of materials, labour, complete as per specifications. 15.55 KSRB 15-17.1 : Applying priming coat over new wood surface and / or wood based surface with white lead paint priming including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications.

Sqm Sqm Sqm

Sqm

15.56 KSRB 15-17.2 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications.

Sqm

15.57 KSRB 15-17.3 : Applying priming coat over new wood surface and / or wood based surface after brushing with aluminium paint primer, water resistant including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications.

Sqm

15.58 KSRB 15-17.4 : Applying priming coat over new wood surface and / or wood based surface, after brushing with ready mix enamel priming paint including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications.

Sqm

15.59 KSRB 15-17.5 : Applying priming coat over new wood surface and / or wood based surface after preparing the surface after throughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting liquid wood filler, for varnish including cost of materials, labour, complete as per specifications. 15.6 KSRB 15-17.6 : Providing and applying painting two coats ( excluding priming coat ) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications.

Sqm

15.60.1 15.60.2

_do_ KSRB 15-17.8 : Extra over Item No. 15-17.6 for applying every subsequent coat of enamel paint to give an even shade after cleaning the surface of all dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications.

Sqm Sqm

15.61 KSRB 15-17.7 : Providing and applying painting one coat ( excluding priming coat ) on new wood surface and / or wood based surface with enamel paint to give an even shade after cleaning the surface of all dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications. 15.61.1

KSRB 15-17.7 : Providing and applying painting one coat ( excluding priming coat ) on new wood surface and / or wood based surface with enamel paint to give an even shade after cleaning the surface of all dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications.

Sqm

15.61.2

KSRB 15-17.8 : Extra over Item No.15-17.7 for applying every subsequent coat of enamel paint to give an even shade after cleaning the surface of all dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications.

Sqm

15.62 KSRB 15-17.9 : Applying varnish two coats ( excluding priming coat ) on new wood surface and / or wood based surface undercoating with flatting varnish and finishing coat with varnish to give an even shade after cleaning the surface of all dirt, dust and foreign matter, sand papering so as to produce smooth dry, mat surface including cost of materials, labour, complete as per specifications. 15.62.1 15.62.2

-doKSRB 15-17.11 : Extra over Item No. 15-17.9 and 15-17.10 for applying every subsequent coat of varnish to produce a smooth dry and mat surface after cleaning the surface of all dirt, dust and foreign matter, including cost of materials, labour, complete as per specifications.

15.63 KSRB 15-17.10 : Providing and applying varnishing one coat ( excluding priming coat ) on previously varnished wood / or wood based surface to give an even surface after cleaning the surface of all dirt, dust and foreign matter, sand papering so as to produce a smooth dry and mat surface, including cost of materials, labour, complete as per specifications. 15.63.1 -do15.63.2 KSRB 15-17.11 : Extra over Item No. 15-17.9 and 15-17.10 for applying every subsequent coat of varnish to produce a smooth dry and mat surface after cleaning the surface of all dirt, dust and foreign matter, including cost of materials, labour, complete as per specifications.

Sqm Sqm

Sqm Sqm

15.64 KSRB 15-17.12 : Providing and applying polishing with french polish on new wood surface and / or wood based surface to give an even surface after cleaning the surface of all dirt, dust and foreign matter, sand papered smooth, including cost of wood filler and materials, labour, complete as per specifications.

Sqm

15.65 KSRB 15-17.13 : Providing and applying polishing with french polish over previously polished wood or wood based surface to give an even surface after cleaning the surface of all dirt, dust and foreign matter, sand papered smooth, including cost of wood filler and materials, labour, complete as per specifications.

Sqm

15.66 KSRB 15-17.14 : Providing and applying wax polish in two coats on new wood surface and / or wood based surface, with bees wax polish in proportion of 2:1.5:1:0.5 ( 2 bees wax : 1.5 linseed oil : 1 turpentine oil : 0.5 varnish by weight ) to give an even surface after cleaning the surface of all dirt, dust and foreign matter, sand papered smooth, including cost of materials, labour, complete as per specifications.

Sqm

15.67 KSRB 15-17.15 : Providing and applying wax polish in single coat on new wood surface and / or wood based surface, with bees wax polish in proportion of 2:1.5:1:0.5 ( 2 bees wax : 1.5 linseed oil : 1 turpentine oil : 0.5 varnish by weight ) to give an even surface after cleaning the surface of all dirt, dust and foreign matter, sand papered smooth, including cost of materials, labour, complete as per specifications.

Sqm

15.68 KSRB 15-17.16 : Providing and applying painting two coats ( excluding priming coat ) on new wood surface and / or wood based surface with coal tar paint to give an even shade after cleaning the surface of all dirt, dust and foreign matter, including cost of materials, labour, complete as per specifications.

Sqm

15.69 KSRB 15-17.17 : Providing and applying painting one coat ( excluding priming coat ) on new wood surface and / or wood based surface with coal tar paint to give an even shade after cleaning the surface of dirt, dust and foreign matter, including cost of materials, labour, complete as per specifications. 15.7 KSRB 15-17.18 : Providing and applying painting one coat ( excluding priming coat) on previously painted wood surface and / or wood based surface with coal tar paint to give an even shade after cleaning the surface of all dirt, dust and foreign matter, including cost of materials, labour, complete as per specifications.

Sqm

15.71 KSRB 15-17.19: Providing and applying painting one coat ( excluding priming coat ) on previously painted wood surface and / or wood based surface with black japan paint to give an even shade after cleaning the surface of all dirt, dust and foreign matter, including cost of materials, labour, complete as per specifications.

Sqm

15.72 KSRB 15-17.20: Applying additional one coat ( excluding priming coat) on previously painted wood surface and / or wood based surface with black japan paint to give an even shade after cleaning the surface of all dirt, dust and foreign matter, including cost of materials, labour, complete as per specifications.

Sqm

15.73 KSRB 15-18.1 : Applying red lead ready mix priming coat over new steel or other metal surface including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, and scoured with wire brushes, fine steel wool, sand papers including cost of materials, labour, complete as per specifications.

Sqm

15.74 KSRB 15-18.2 : Providing and applying enamel metal paint two coats ( excluding priming coat ) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications.

Sqm

Sqm

15.75 KSRB 15-18.3 : Providing and applying enamel metal paint one coat (excluding priming coat ) on previously painted steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. 15.76 KSRB 15-18.4 : Providing and applying alluminium paint two coats (excluding priming coat ) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. 15.77 KSRB 15-18.5 : Providing and applying alluminium paint one coat (excluding priming coat ) on previously painted steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. 15.78 KSRB 15-18.6 : Providing and applying black japan paint one coat (excluding priming coat ) on previously painted steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. 15.79 KSRB 15-18.7 : Extra for applying every subsequent black japan paint on previously painted steel or other metal surface brushing to give an even shade after cleaning of oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications.

Sqm

15.8 KSRB 15-19.1 : Providing and applying ready mix priming coat over concrete / masonry / asbestos cement sheet / plastered surfaces including preparing the surface after thoroughly cleaning of oil, grease, dirt and other foreign matter, and sand papering including cost of materials, labour, complete as per specifications.

Sqm

15.81 KSRB 15-19.2 : Providing and applying spray painting in two coats (excluding priming coat ) over concrete / masonry / asbestos cement sheet / plastered surfaces with flat wall paint of approved brand to give even shade after cleaning the surface of all dirt, dust and other foreign matter, and sand papering including cost of materials, labour, complete as per specifications.

Sqm

15.82 KSRB 15-19.3 : Providing and applying spray painting in one coat(excluding priming coat ) over concrete / masonry / asbestos cement sheet / plastered surfaces with flat wall paint of approved brand to give even shade after cleaning the surface of all dirt, dust and other foreign matter, and sand papering including cost of materials, labour, complete as per specifications.

Sqm

Sqm

Sqm

Sqm

Sqm

15.83 KSRB 15-20.1 : Providing and applying floor painting with ready mix paint in two coats ( exluding priming coat ) on new concrete / asbestos cement sheet / plastered surfaces brushing to give an even shade after preparing the surface after throughly cleaning oil, dirt, dust other foreign matter and sand papering including cost of materials, labour, complete as per specifications.

Sqm

15.84 KSRB 15-20.2 : Providing and applying floor painting with ready mix paint in one coat ( exluding priming coat ) on new concrete / asbestos cement sheet / plastered surfaces brushing to give an even shade after preparing the surface after throughly cleaning oil, dirt, dust other foreign matter and sand papering including cost of materials, labour, complete as per specifications.

Sqm

15.85 KSRB 15-21.2 : Providing and applying wax polish on new concrete floor and vertical plastered surface using approved brand to give an even shade after preparing the surface after thoroughly cleaning oil, dirt, dust other foreign matter, including cost of materials, labour, complete as per specifications.

Sqm

15.86 KSRB 15-21.2 : Providing and applying wax polish on new concrete floor and vertical plastered surface using approved brand to give an even shade after preparing the surface after thoroughly cleaning oil, dirt, dust other foreign matter, including cost of materials, labour, complete as per specifications. previously polished concrete floor

Sqm

15.87 KSRB 15-22.1 : Providing marble chips skirting or dado ( upto 30cms height ) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips from smallest to 4mm nominal size dark shade pigment with ordinary cement ( in top layer only ) laid in cement marble powder 3:1 ( 3 cement : 1 marble powder by weight ) in proportion of 4:7 (4 cement marble powder mix : 7 marble chips by volume ) overall thickness 24mm (18mm thick under layer, 6mm thick top layer ) in cement mortar of mix 1:3 including cost of materials, labour, complete as per specifications.

Sqm

15.88 KSRB 15-22.2 : Providing marble chips skirting or dado ( upto 30cms height ) rubbed and polished to granolithic finish, top layer 6mm thick, with white, black, chocolate, grey, yellow or baroda green marble chips from smallest to 4mm nominal size, light shade pigment with white cement ( in top layer only ) laid in cement marble powder 3:1 ( 3 cement : 1 marble powder by weight ) in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips by volume ) overall thickness 24mm (18mm thick under layer, 6mm thick top layer ) in cement mortar of mix 1:3 including cost of materials, labour, complete as per specifications.

Sqm

15.89 KSRB 15-22.3 : Providing marble chips skirting or dado ( upto 30cms height ) rubbed and polished to granolithic finish top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips from smallest to 4mm nominal size, medium shade pigment with approximately 50% white cement and 50% ordinary cement (in top layer only ) laid in cement marble powder 3:1 ( 3 cement :1 marble powder by weight ) in proportion of 4:7 ( 4 cement marble powder mix : 7marble chips by volume) overall thickness 24mm ( 18mm thick under layer, 6mm thick top layer ) in cement mortar of mix 1:3 including cost of materials, labour, complete as per specifications.

Sq

15.9 KSRB 15-22.4 : Providing marble chips skirting or dado ( upto 30cms height ) rubbed and polished to granolithic finish top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips from smallest to 4mm nominal size, white cement without any pigment ( in top layer only ) laid in cement marble powder 3:1 ( 3 cement : 1 marble powder by weight ) in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips by volume ) overall thickness 24mm (18mm thick under layer, 6mm thick top layer ) in cement mortar of mix 1:3 including cost of materials, labour, complete as per specifications.

Sqm

15.91 KSRB 15-22.5 : Extra labour for work in dado exceeding 30 cms in height including cost of labour, complete as per specifications. 15.92 KSRB 15-23.1 : Providing pre-cast grey colour mosaic tiles 20mm thick with marble chips of white, black, chocolate, grey, yellow or baroda green from smallest to 6mm nominal size, with ordinary cement ( in top layer only ) for skirting and rises of steps ( not exceeding 30cms height) on 10cms thick cement mortar 1:3 jointed with neat cement slurry, rubbed and polished to granolithic finish, including cost of materials, labour, complete as per specifications.

Sqm

15.93 KSRB 15-23.2 : Providing pre-cast mosaic tiles using light shade pigment with white cement 20mm thick with marble chips of white, black, chocolate, grey, yellow or baroda green from smallest to 6mm nominal size, with ordinary cement ( in top layer only ) for skirting and rises of steps ( not exceeding 30cms height ) on 10cms thick cement mortar 1:3 jointed with neat cement slurry, rubbed and polished to granolithic finish, including cost of materials, labour, complete as per specifications.

M

15.94 KSRB 15-23.3 : Providing pre-cast mosaic tiles using medium shade pigment using approximately 50% white cement and 50% ordinary cement 20mm thick with marble chips of white, black, chocolate, grey, yellow or baroda green from smallest to 6mm nominal size, with ordinary cement ( in top layer only ) for skirting and rises of steps ( not exceeding 30cms height ) on 10cms thick cement mortar 1:3 jointed with neat cement slurry, rubbed and polished to granolithic finish, including cost of materials, labour, complete as per specifications.

M

M

15.95 KSRB 15-23.4 : Providing pre-cast mosaic tiles of white shade with white cement without any pigment 20mm thick with marble chips of white, black, chocolate, grey, yellow or baroda green from smallest to 6mm nominal size, with ordinary cement ( in top layer only ) for skirting and rises of steps ( not exceeding 30cms height ) on 10cms thick cement mortar 1:3 jointed with neat cement slurry, rubbed and polished to granolithic finish, including cost of materials, labour, complete as per specifications.

M

15.96 Providing melamine polishing of approved shade including removing and refixing of doors shutters scraping with blade and rubbing with zero size sand paper and applying sealer coat by way of spraying with necessary compressor and applying patty after rubbing with steel wool including two coats of approved shade of melamine polish etc., complete.

Sqm

15.97 Providing melamine polishing of approved shade including removing and refixing of doors shutters, glass, beading and existing polishing, scraping with blade and rubbing with zero size sand paper and applying sealer coat by way of spraying with necessary compressor and applying patty after rubbing with steel wool including two coats of approved shade of melamine polish etc., complete.

Sqm

15.98 Providing and mixing Synthetic fibers 100% Virgin triangular monofilament polyster fibers 6mm in cut length for use as micro reinforcement for application at 125 grams per bag of cement I.e 0.25% by weight of cement. 15.98.1 _do_ for CM 1:4, 20mm thick 15.98.2 _do_ for CM 1:4, 12mm thick 15.98.3 _do_ for CM 1:6, 20mm thick 15.98.4 _do_ for CM 1:6, 12mm thick 15.99 Providing and mixing Synthetic fiber 100% virgin triangular monofilament polyester fibers for use as micro secondary reinforcement in guitie and shotcrete civil works with application dosage of 125-175 grams per bag of cement i.e. 0.25%-0.30% by weight of cement.

Sqm Sqm Sqm Sqm Sqm

15.1 Providing and mixing fiber mesh Harbourite fine fibrillated 100% virgin polypropylene fibers contains no olefin materials and are specially engineered manufactured to use as cementitious micro reinforcement. Application @125 gms for 1:3 cement mortar, 150 gms for 1:4 CM and 200 gms for 1:6 CM mix per bag of cement in both coats of the plaster. Harbourite 12mm long shall be used in the back coat and Harbourite 6 mm long fibers shall be used in the top coat. Fibermesh Harbourite fibers should be confirming to ASTM C 1116 ACI 524-93. 15.100.1 15.100.2 15.100.3 15.100.4 15.100.5 15.100.6

_do_ for CM 1:3 , 20mm thick _do_ for CM 1:3 , 12mm thick _do_ for CM 1:4 , 20mm thick _do_ for CM 1:4 , 12mm thick _do_ for CM 1:6 , 20mm thick _do_ for CM 1:6, 12mm thick

Sqm Sqm Sqm Sqm Sqm Sqm

15.101 Providing and mixing fibermesh stealth micro blocker anti microbial multi filament 100% virgin polypropylene fibers which should be free from reprocessed olefin materials, containing an active anti microbial ingredient built in to the polymer structure of the fiber itself during manufacturing process.It should prevent the growth of micro organisms like bacteria, mold fungus, mildew etc. on concrete surfaces. Application top of plaster to be mixed in mechanical mixer at 150 gm of fibers per bag of cement for CM 1:3, 175 gm for CM 1:4 and 250 gms for CM 1:6 fibermesh stealth micro blocker shall confirm to ASTM C-1116 type 111 4.1.3. 15.101.1 15.101.2 15.101.3 15.101.4 15.101.5 15.101.6 15.102

_do_ for CM 1:3, 20mm thick _do_ for CM 1:3, 12mm thick _do_ for CM 1:4, 20mm thick _do_ for CM 1:4, 12mm thick _do_ for CM 1:6, 20mm thick _do_ for CM 1:6, 12mm thick Providing and mixing Harbourite 12 mm fine fibrillated 100% virgin polypropylene fibers which should be free from reprocessed olefin materials and specifically manufactured for use as cementitious micro reinforcement application rate of 175 gms to 250 gms per bag of cement or 1.8 kg per cum in the guinite/shotcret and designed to an optimum gradation for use as concrete secondary reinforcement.

Sqm Sqm Sqm Sqm Sqm Sqm Sqm

15.103 Providing external walls with texture finish using approved brand paint, applied uniformly in three coats over one coat of primer including cost of all materials, machineries, labour, transportation, loading and unloading, all lead and lift and all other incidental charges including scaffolding and removing stains, complete as per specifications.

Sqm

15.104 Providing and finishing external walls in two coats over one coat of primer with antifungal paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications.

Sqm

15.105 Providing textured paint of approved quality, colour and shade to wall surface after cleaning and rubbing the wall surface with wire brush of medium size emery stone to remove all the loosely adhering particles, the surface is then cleaned with water and ensured that it is in line and level. The textured material is then mixed with 40-50% of clean water until a homogeneous thick slurry is formed, the slurry is left for 5-10 min, to react completely with ingredients. The textured finish prepared as above is then applied to the wall surface with suitable roller/spray gun/putty/ blade/ trowel to get the desired finish. The finished surface shall be applied with two coats of exterior apex paint of approved shade. The rate includes providing and removing scaffolding, all lead and lift and all other incidental charges etc., complete as per directions of the Engineer-in-charge of the work.

Sqm

69.00

66.80

69.25

67.00

102.00

98.10

24.00

24.80

130.00

117.00

105.00

148.00

132.00

116.00

175.00

157.00

138.00

187.00

166.00

145.00

139.00

126.00

7.95

5.95

7.50

9.00

10.00

13.35

10.05

125.00

110.00

14.80

13.60

26.95

34.25

40.40

21.20

5.10

2.35

5.00

2.80

5.20

49.10

7.80

4.15

20.15 1.35

39.65 2.70

12.35 0.65 8.45

56.90 3.35

22.90 1.35

56.55 66.00 2.25

35.65 1.80

23.85

49.95 60.00 19.20

28.65 19.20 19.20

27.10

25.90

28.20

27.85

29.35

61.85 35.60

38.25

35.60

53.55 25.95

28.60 26.00

99.20

50.90

50.15

25.10

26.55

17.50

14.85

24.65

22.00

24.40

60.40

37.85

47.35

29.40

24.50

21.00

22.95

52.75

33.10

41.80

26.80

21.00

20.00

793.00

867.00

769.00

13.25 188.00

279.00

251.00

205.00

616.00

740.00

4.25 3.10 2.85 2.15 10.00

23.00 15.00 21.00 13.00 18.00 13.00

38.00 25.00 34.00 21.00 32.00 28.35 67.00

115.00

293.00

16.REPAIRS TO BUILDINGS 16.1 KSRB 24-1 : Removing white wash or colour wash by steel brushing and / or scraping, sand papering and preparing wall surface smooth including repairs to scraches, cost of labour, complete as per specifications. Specification No.KBS 16.1.1 KSRB 24-1 : Removing white wash or colour wash by steel brushing and / or scraping, sand papering and preparing wall surface smooth including repairs to scraches, cost of labour, complete as per specifications. Specification No.KBS 16.1.2 KSRB 24-2 : Extra for removing white wash or colour wash by steel brushing and / or scraping, sand papering the ceiling and / or sloping roof surface smooth including repairs to scraches, cost of labour, complete as per specifications. 16.1.3 KSRB 24-3 : Extra for washing the wall surface spoiled by smoke, soot, with clear water before sand papering the surface smooth including necessary repairs to scraches, cost of labour, complete as per specifications. 16.1.4 KSRB 24-4 : Extra for Item No. 24-3 washing the ceiling and / or sloping roof surface spoiled by smoke soot with clear water before sand papering the surface smooth and including necessary repairs to scraches, cost of labour, complete as per specifications. 16.2 KSRB 24-5 : Cleaning and washing of decorated wall surface with soap, soda and water including cost of materials, labour, complete as per specifications. Specification No.KBS 16.2.1 KSRB 24-5 : Cleaning and washing of decorated wall surface with soap, soda and water including cost of materials, labour, complete as per specifications. Specification No.KBS 16.2.2 KSRB 24-6 : Extra for KSRB 24-5 cleaning and washing the old ceiling and / or sloping roof with soap, soda and water including cost of materials, labour, complete as per specifications. 16.3 KSRB 24-7 : Cleaning and washing the old plastered wall surface with soap, soda, water including cost of materials, labour, complete as per specifications. 16.3.1 KSRB 24-7 : Cleaning and washing the old plastered wall surface with soap, soda, water including cost of materials, labour, complete as per specifications. 16.3.2 KSRB 24-8 : Extra for Item No. 24-7 cleaning and washing the old plastered ceiling and / or sloping roof surface with soap, soda, water including cost of materials, labour, complete as per specifications. 16.4 KSRB 24-9 : Cleaning and washing of stone masonry wall surface with nitric acid including cost of materials, labour, complete as per specifications. Specification No.KBS 16.5 KSRB 24-10 : Removing the old paint or polish from wood and / or wood based surface with paint remover of approved brand / manufacturer and making surface even including cost of materials, labour, complete as per specifications. Specification No.KBS

Sqm

4.05

Sqm

4.45

Sqm

1.80

Sqm

2.00

Sqm

1.85

Sqm

2.05

Sqm

1.85

Sqm

2.05

Sqm

2.85

Sqm

36.15

16.6 KSRB 24-11 : Removing the old paint or polish from wood and / or wood based surface with caustic soda solution and making surface even including cost of materials, labour, complete as per specifications. Specification No.KBS 16.7 KSRB 24-12 : Removing the old paint from wood and / or wood based surface with blow lamp and making surface even including cost of materials, labour, complete as per specifications. Specification No.KBS 16.8 KSRB 24-13 : Removing the old paint from steel and / or other metal surface with hand scraping and making surface even including cost of labour, complete as per specifications. Specification No.KBS

Sqm

22.65

Sqm

44.90

Sqm

36.70

16.9 KSRB 24-14 : Removing the old paint from steel and / or other metal surface with flame cleaning and making surface even including cost of material, labour, complete as per specifications. Specification No.KBS

Sqm

44.90

16.1 KSRB 24-15 : Removing the old paint from steel and / or other metal surface with paint remover of approved brand / manufacturer cleaning and making surface even including cost of material, labour, complete as per specifications. Specification No.KBS

Sqm

35.55

16.11 KSRB 24-16 : Fixing small pieces ( not exceeding 0.015 cum ) for making good wherever hinges etc., have been removed from frames or joinery etc., with teak wood excluding cost of materials but including cost of labour, complete as per specifications. Specification No.KBS 16.12 KSRB 24-17 : Providing and fixing small pieces ( not exceeding 0.015 cum ) for making good wherever hinges etc., have been removed from frames or joinery etc., with honne wood including cost of materials, labour, complete as per specifications. Specification No.KBS 16.13 KSRB 24-18 :Providing and fixing small pieces ( not exceeding 0.015 cum ) for making good wherever hinges etc., have been removed from frames or joinery etc., with matti / nandi wood including cost of materials, labour, complete as per specifications. Specification No.KBS 16.14 KSRB 24-19 : Providing and fixing small pieces ( not exceeding 0.015 cum ) for making good wherever hinges etc., have been removed from frames or joinery etc., with Sal wood pieces ( not exceeding 0.015 cum ) including cost of materials, labour, complete as per specifications. Specification No.KBS

Piece

11.10

Piece

118.00

Piece

83.95

Piece

83.05

16.15 KSRB 24-20 : Renewing bars, styles and rails, straight for joinery upto 50mm thick including mitres, haunching, mortices etc., and removing the old defective pieces and replacing with Teak wood including cost of materials, labour, complete as per specifications. Specification No.KBS

Piece

770.00

16.16 KSRB 24-21 :Renewing bars, styles and rails, straight for joinery upto 50mm thick including mitres, haunching, mortices etc., and removing the old defective pieces and replacing with Honne wood including cost of materials, labour, complete as per specifications. Specification No.KBS 16.17 KSRB 24-22 : Renewing bars, styles and rails, straight for joinery upto 50mm thick including mitres, haunching, mortices etc., and removing the old defective pieces and replacing with Matti / Nandi woodincluding cost of materials, labour, complete as per specifications. Specification No.KBS

Piece

331.00

Piece

240.00

16.18 KSRB 24-23 : Rewedging, cramping joinery of any description with new wedges in glue or white lead and repinning including rehanging or refixing of shutters, hinges or pivots, not exceeding one sqm per leaf, removing or dismantling excluding cost of wood but including cost of labour, complete as per specifications. Specification No.KBS

Leaf

250.00

16.19 KSRB 24-24 :Rewedging, cramping joinery of any description with new wedges in glue or white lead and repinning including rehanging or refixing of shutters, hinges or pivots, not exceeding one sqm per leaf, removing or dismantling excluding cost of wood but including cost of labour, complete as per specifications. Specification No.KBS exceeding one sqm but not exceeding two sqm per leaf

Leaf

333.00

16.2 KSRB 24-25 : Rewedging, cramping joinery of any description with new wedges in glue or white lead and repinning including rehanging or refixing of shutters, hinges or pivots, not exceeding one sqm per leaf, removing or dismantling excluding cost of wood but including cost of labour, complete as per specifications. Specification No.KBS exceeding two sqm

Leaf

470.00

16.21 KSRB 24-26 : Making repairs to joinery at angles with 300mm x 25mm x 3mm length of MS flat forged to shape and let into wood work, counter sunk, drilled and screwed including cost of materials, labour, complete as per specifications. Specification No.KBS

Each

61.65

16.22 KSRB 24-27 : Renewing Honne wood battens in roof including making good the holes in walls, removal of rubbish to the dumping round with a lead upto 50 m including cost of materials, labour, complete as per specifications. Specification No.KBS

cum

8951.00

16.23 KSRB 24-28 :Renewing Matti / Nandi wood battens in roof including making good the holes in walls, removal of rubbish to the dumping round with a lead upto 50 m including cost of materials, labour, complete as per specifications. Specification No.KBS

cum

6430.00

16.24 KSRB 24-29 :RenewingSal wood battens in roof including making good the holes in walls, removal of rubbish to the dumping round with a lead upto 50 m including cost of materials, labour, complete as per specifications. Specification No.KBS

cum

6375.00

16.25 KSRB 24-30 : Removal of old broken glass panes ( any thickness of size, quality or description ) from wooden frames, glazed with putty or fixed with beads including cost of labour, complete as per specifications. Specification No.KBS

Sqm

53.85

16.26 KSRB 24-31 : Removal of old broken glass panes ( any thickness of size, quality or description ) from metal frames, glazed with putty or fixed with beads including cost of labour, complete as per specifications. Specification No.KBS 16.27 KSRB 24-32 : Removing serviceable glass of any description from old wood or metal frames ( any thickness or size, quality or description ) hacking out old putty etc., including risk and making good breakages in taking out and handling, stacking within a lead of 50 m. including cost of labour, complete as per specifications. Specification No.KBS

Sqm

76.25

Sqm

77.75

16.28 KSRB 24-33 : Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. Specification No.KBS 16.29 KSRB 24-34 : Supplying and fixing new Honne wood beads wherever necessary including cost of materials, labour, complete as per specifications. Specification No.KBS 16.3 KSRB 24-35 : Renewal of old putty of glass panes including cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.6 16.31 KSRB 24-36 : Removing the glazed tiles in patches in area exceeding 10 tiles and not exceeding 5 sqm including removing old tiles preparing surfaces and laying or setting new or old tiles complete including cost of materials, ( excluding cost of tiles ) labour, complete as per specifications. Specification No.KBS

M

25.80

M

16.95

M

17.80

Sqm

397.00

16.32 KSRB 24-37 : Removing the mosaic tiles in patches in area exceeding 10 tiles and not exceeding 5 sqm including removing old tiles preparing surfaces and laying or setting new or old tiles complete including cost of materials, ( excluding cost of tiles ) labour, complete as per specifications. Specification No.KBS

Sqm

318.00

16.33 KSRB 24-38 : Cutting out cracks of roof terrace to V - section cleaning out, wetting, grouting with cement and sand slurry 1:3 (1 cement, 3 sand) including cost of materials, labour, complete as per specifications. Specification No.KBS 16.34 KSRB 24-39 : Cutting out cracks of roof terrace to V - section cleaning out and filling solidly with a hot mixure of bitumen and clean dry sand 1:1 by weight including cost of materials, labour, complete as per specifications. Specification No.KBS

M

30.75

Sqm

30.75

16.35 KSRB 24-40 : Dubbing out on old irregular walls average 10mm thick and making good the surface with cement mortar 1:3 including curing cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.1 16.35.1 KSRB 24-40 : Dubbing out on old irregular walls average 10mm thick and making good the surface with cement mortar 1:3 including curing cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.1 16.35.2 KSRB 24-43 : Add from Item no. 24-40 for every 5mm thick increase after 10mm with respective mortars including curing cost of materials, labour, complete as per specifications.

Sqm

130.00

Sqm

35.60

Sqm

111.00

Sqm

30.20

Sqm

92.00

Sqm

25.55

16.38 KSRB 24-44 : Repairs to plaster in patches of 2.5 sqm and less in walls, ceilings 10 to 20mm thick in cement mortar 1:3 including cutting the patches in proper shape and replastering the surface of the wall including disposal of rubbish with a lead of 50m including curing cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.1

Sqm

184.00


Sqm

165.00

16.36 KSRB 24-41 : Dubbing out on old irregular walls average 10mm thick and making good the surface with cement mortar 1:4 including curing cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.1 16.36.1 KSRB 24-41 : Dubbing out on old irregular walls average 10mm thick and making good the surface with cement mortar 1:4 including curing cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.1 16.36.2 KSRB 24-43 : Add from Item no. 24-40, 24-41, 24-42 for every 5mm thick increase after 10mm with respective mortars including curing cost of materials, labour, complete as per specifications. 16.37 KSRB 24-42 : Dubbing out on old irregular walls average 10mm thick and making good the surface with cement mortar 1:6 including curing cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.1 16.37.1 KSRB 24-42 : Dubbing out on old irregular walls average 10mm thick and making good the surface with cement mortar 1:6 including curing cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.1 16.37.2 KSRB 24-43 : Add from Item no. 24-40, 24-41, 24-42 for every 5mm thick increase after 10mm with respective mortars including curing cost of materials, labour, complete as per specifications.


Sqm

145.00

16.41 Removing of existing old or broken wash basin / urinals and disposing it with all cost and conveyance labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. 16.42 Removing of existing old or broken Water closet Indian / Eurpoean and disposing it with all cost and conveyance labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work.

Each

110.00

Each

132.00

16.43 Removing of existing old Sanitary and plumbing pipelines, stacking and disposing it with all cost and conveyance labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. 16.44 External sweeping and terrace cleaning - Cleaning of outer periphery like roads footpaths curb stones terrace including removing grass dust etc., to the nearest garbage pit using suitable coconut broomstic,bombay broomstick, squezers /wipers / rubberbrushes, coir brushes, bamboo baskets, plastic bukets mugs trolley etc., complete 16.45 Cleaning stone parapets removing of dirt dust etc., using suitrable soap powder, coconut broomstick, squeezers / wipers/ rubber brushes, coir brushes, plastric brushjes, mugs, booster pumps with portable arrangement, hose pipe etc., complete including cost of water charges and electrical charges.

M

43.95

Sqm

0.35

Sqm

0.80

Sqm

5.00

M

8.00

16.46 Cleaning Quadrangle chajjas including removing of dirt dust etc., using suitrable soap powder , coconut broomstick, squeezers / wipers/ rubber brushes, coir brushes, plastric brushjes, mugs, booster pumps with portable arrangement, hose pipe etc., complete excluding water charges including electrical charges and all safety measures. 16.47 Cleaning sub surface drains including removing of dirt dust etc., using suitrable soap powder , coconut broomstick, squeezers / wipers/ rubber brushes, coir brushes, plastric brushjes, mugs, booster pumps with portable arrangement, hose pipe etc., complete

16.48 Cleaning surface drains including removing of dirt dust etc., using suitrable soap powder , coconut broomstick, squeezers / wipers/ rubber brushes, coir brushes, plastric brushjes, mugs, booster pumps with portable arrangement, hose pipe etc., complete.

M

5.25

16.49 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers / wipers/rubber brushes, mop sticks, coir brushes, bamboo baskets, plastic buckets, trolleys, wiping cloths, carry bags, etc.,removing the debris to the nearest garbage pit complete.

Sqm

1.00

18.SITE CLEARANCE AND DISMANTLING 18.1 KSRRB 200-1. Cutting of trees girth from 300mm to 600mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials earth filling in the depressions / pit, labour charges complete as per specifications. MORTH specification clause 201/ Chapter 2 18.2 KSRRB 200-2. Cutting of trees girth from 600mm to 900mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials earth filling in the depressions / pit, labour charges complete as per specifications. MORTH specification clause 201/ Chapter 2 18.3 KSRRB 200-3. Cutting of trees girth from 900mm to 1800mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials earth filling in the depressions / pit, labour charges complete as per specifications. MORTH specification clause 201/ Chapter 2 18.4 KSRRB 200-4. Cutting of trees girth from 1800mm to 2700mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials earth filling in the depressions / pit, labour charges complete as per specifications. MORTH specification clause 201/ Chapter 2 18.5 KSRRB 200-5. Cutting of trees girth above 2700mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials earth filling in the depressions / pit, labour charges complete as per specifications. MORTH specification clause 201/ Chapter 2 18.6 KSRRB M200-6.1 Cutting of trees girth from 300mm to 600mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials with all lifts earth filling in the depressions / pit, complete as per specifications. MORTH Specification No. 201

Each

133.00

Each

266.00

Each

666.00

Each

1110.00

Each

2665.00

Each

155.00

18.7 KSRRB M200-6.2 Cutting of trees girth from 600mm to 900mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials with all lifts earth filling in the depressions / pit, complete as per specifications. MORTH Specification No. 201

Each

265.00

18.8 KSRRB M200-6.3 Cutting of trees girth from 900mm to 1800mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials with all lifts earth filling in the depressions / pit, complete as per specifications. MORTH Specification No. 201

Each

535.00

18.9 KSRRB M200-6.4 Cutting of trees girth above 1800mm including cutting of trunks, branches and removal of stumps stacking of serviceable materials with all lifts earth filling in the depressions / pit, complete as per specifications. MORTH Specification No. 201

Each

1031.00

Ha

11434.00

18.1 KSRRB M200-7.1. Clearing grass and removal of rubbish by manual means and stacking outside the periphery of the area cleaned complete as per specifications. MORTH Specification No. 201

18.11 KSRRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. MORTH / Chapter 2

Sqm

4.45

18.12 KSRRB 200-9. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. MORTH / Chapter 2

Sqm

6.65

18.13 KSRRB M200-10.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removaL of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications. I. By Manual Means: A. In area of light jungle. MORTH Specification No. 201

Ha

34490.00

18.14 KSRRB M200-10.2. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removaL of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications. I. By Manual Means:B. In area of thorny jungle.

Ha

46120.00

18.15 KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201

Ha

19888.00

18.16 KSRRB M200-11.2. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications .II. By Mechanical Means:B. In area of thorny jungle

Ha

24190.00

18.17 KSRRB M200-12.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i) Lime /Cement Concrete. I. By Manual Means :A. Lime Concrete, cement concrete grade M-10 and below. MORTH Specification No. 202

cum

225.00

18.18 KSRRB M200-12.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i) Lime /Cement Concrete. I. By Manual Means :B. Cement Concrete Grade M-15 & M20. MORTH Specification No. 202

cum

270.00

18.19 KSRRB M200-12.3. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. C. Prestressed / Reinforced cement concrete grade M-20 & above. MORTH Specification No. 202

cum

728.00

18.2 KSRRB M200-13.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. II. By Mechanical Means. A. Cement Concrete Grade M-15 &M-20. MORTH Specification No. 202

cum

299.00

18.21 KSRRB M200-13.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. II.By Mechanical Means. MORTH Specification No. 202

cum

503.00

18.22 KSRRB M200-14.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. ii) Dismantling Brick / Tile work. A. In lime mortar. MORTH Specification No. 202

cum

133.00

18.23 KSRRB M200-14.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. ii) Dismantling brick/Tile work B. In cement mortar. MORTH Specification No. 202

cum

179.00

18.24 KSRRB M200-14.3. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. ii) Dismantling brick/Tile work C. In mud mortar.MORTH Specification No. 202

cum

115.00

18.25 KSRRB M200-14.4. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. ii) Dismantling brick/Tile work D. Dry brick pitching or brick soling. MORTH Specification No. 202

cum

106.00

18.26 KSRRB M200-15.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone Masonry. A. Rubble Stone masonry in lime mortar. MORTH Specification No. 202

cum

151.00

18.27 KSRRB M200-15.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone Masonry.B. Rubble stone masonry in cement mortar. MORTH Specification No. 202

cum

179.00

18.28 KSRRB M200-15.3. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone Masonry C. Rubble stone masonry in mud mortar. MORTH Specification No. 202

cum

133.00

18.29 KSRRB M200-15.4. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone Masonry D. Dry rubble masonry. MORTH Specification No. 202

cum

124.00

18.3 KSRRB M200-15.5. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone MasonryE. Dismantling stone pitching / dry stone spalls. MORTH Specification No. 202

cum

115.00

18.31 KSRRB M200-15.6.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. Dismantling brick/Tile work F. Dismantling Boulders laid in wire crates including opening of crates and stacking dismantled materials.

cum

133.00

18.32 KSRRB M200-16.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iv) Dismantling wood work wrought framed and fixed in frames of trusses upto a Height of 5m above Plinth Level.

cum

316.00

18.33 â€œKSRRB M200-17.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. v) Steel work in all types of Sections upto a Height of 5 m above plinth level excluding Cutting of Rivet. â€“ A. Including dismembering.â€•

Tonne

853.00

18.34 KSRRB M200-17.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. v)Steel work in all types of Sections upto a Height of 5 m above plinth level excluding Cutting of Rivetâ€“ B. Excluding dismembering.

Tonne

646.00

18.35 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B for cutting rivets.

RIVET

5.95

18.36 KSRRB M200-18.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. vi) Scraping of Bricks Dismantled from Brick work including Stacking - A. In Lime / Cement mortar.

Nos

0.80

18.37 KSRRB M200-18.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B. In mud mortar.

Nos

0.30

18.38 KSRRB M200-19.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. vii) Scraping of stones from dismantled stone masonry â€“ A. In cement and lime mortar.

cum

321.00

18.39 KSRRB M200-19.2.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B. In mud mortar. 18.4 KSRRB M200-20.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. viii) Scraping plaster in lime or cement mortar from brick / stone masonry.

cum

68.15

Sqm

9.75

18.41 KSRRB M200-21.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. ix) Removal of all types of Hume pipes and stacking including earthwork and dismantling of masonry works â€“ A. Upto 600 mm dia

M

118.00

18.42 KSRRB M200-21.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. Removal of all types of Hume pipes and stacking including earthwork and dismantling of masonry works â€“ B. Above 600 mm to 900 mm dia.

M

160.00

18.43 KSRRB M200-21.3. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. Removal of all types of Hume pipes and stacking including earthwork and dismantling of masonry works C. Above 900 mm dia.

M

275.00

18.44 KSRRB M200-22.1. Dismantling of flexible pavements and disposal of dismantled materials stacking serviceable and unserviceable materials seperately complete as per specifications. I. By Manual Means: A. Bituminous courses. MORTH Specification No. 202

cum

417.00

18.45 KSRRB M200-22.2. Dismantling of flexible pavements and disposal of dismantled materials stacking serviceable and unserviceable materials seperately complete as per specifications. I By Manual Means: B. Granular courses. MORTH Specification No. 202

cum

293.00

18.46 KSRRB M200-23.1. Dismantling of flexible pavements and disposal of dismantled materials stacking serviceable and unserviceable materials seperately complete as per specifications. II. Mechanical Means: A. Bituminous courses. MORTH Specification No. 202

cum

148.00

18.47 KSRRB M200-24. Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials stacking serviceable and unserviceable materials seperately complete as per specifications. MORTH Specification No. 202 18.48 KSRRB M200-25. Dismantling of guard rails by manual means and disposal of dismantled materials with all lifts and stacking serviceable materials and unserviceable materials seperately complete as per specifications. MORTH Specification No. 202

cum

642.00

M

44.05

18.49 KSRRB M200-26. Dismantling Kerb stone by manual means and disposal of dismantled materials with all lifts and complete as per specifications. MORTH Specification No. 202 18.5 KSRRB M200-27. Dismantling of Kerb stone channel by manual means including and disposal of dismantled material with all lifts and complete as per specifications. MORTH Specification No. 202

M

7.40

M

11.10

18.51 KSRRB M200-28.1. Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and back filling of pit complete as per specifications. A. 5th KM stone ( quantity of cement concrete = 0.392 cum). MORTH Specification No. 202

Each

222.00

18.52 KSRRB M200-28.2.Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and back filling of pit complete as per specifications B. Ordinary KM stone ( quantity of cement concrete = 0.269 cum ).

Each

134.00

18.53 KSRRB M200-28.3. Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and back filling of pit complete as per specifications C. Hectometer stone ( quantity of cement concrete = 0.048 cum ].

Each

26.75

18.54 KSRRB M200-29. Dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and stacking serviceable material and unserviceable material separately complete as per specifications. MORTH Specification No. 202 18.55 KSRRB M200-30. Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and stacking of serviceable material and unserviceable material separately under supervision of concerned department complete as per specifications. MORTH Specification No. 202 18.56 KSRRB M200-31. Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works complete as per specifications. MORTH Specification No. 202

M

29.55

M

73.20

M

100.00

Nos

101.00

18.57 KSRRB M200-32. Removal of Telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and stacking the serviceable and unserviceable material separatelycomplete as per specifications. MORTH Specification No. 202

19.EARTH WORK, EROSION CONTROL AND DRAINAGE 19.1 KSRRB 300 - Excavation for road, drains and similar works KSRRB cum 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 19.2 KSRRB 300-2. Earthwork excavation by manual means in hard soil cum involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 19.3 KSRRB 300 - Excavation for road formation KSRRB 300-3. cum Earthwork excavation and forming in embankment by manual means in ordinary soil (When earth is taken from bank cutting or from borrow pits ) including breaking of clods, spreading to required line and level, forming, and cost of all labour complete as per specifications. ( excluding watering and compaction of earth ) (with all lead and lift) MORTH / Chapter 3

57.75

79.95

73.30

19.4 KSRRB 300-4. Earthwork excavation and forming in embankment cum by manual means in hard soil (When earth is taken from bank cutting or from borrow pits ) including breaking of clods, spreading to required line and level, forming, and cost of all labour complete as per specifications. ( excluding watering and compaction of earth ) (with all lead and lift) MORTH / Chapter 3

111.00

19.5 KSRRB 300-5. Excavation in soft rock with blasting for formation cum of roads including stacking neatly, to uniform line and level including cost of explosives, labour, HOM of machineries and equipments complete as per specifications. (with all lead and lift) MORTH / Chapter 3 19.6 KSRRB 300-6. Excavation soft rock without blasting for formation cum of roads including stacking neatly, to uniform line and level including cost of explosives, labour, HOM of machineries and equipments complete as per specifications. (with all lead and lift) MORTH / Chapter 3 19.7 KSRRB 300-7. Excavation in hard rock by blasting for formation of cum roads including stacking to uniform line and level as directed by the engineer including cost of explosives, labour, HOM of machineries and equipments complete as per specifications. (with all lead and lift) MORTH / Chapter 3

275.00

19.8 KSRRB 300-8. Excavation in hard rock by chiselling and / or wedging where blasting is prohibited for formation of roads including stacking to uniform line and level including cost of all labour complete as per specifications. (with all lead and lift) MORTH / Chapter 3

795.00

cum

528.00

373.00

19.9 KSRRB M300-9. Excavation for roadway in soil using manual cum means including loading in truck for carrying of cut earth to embankment site complete as per specifications. MORTH Specification No. 301 19.1 KSRRB M300-10. Excavation in ordinary rock using manual means cum including loading in a truck and carrying of excavated material to embankment site and complete as per specifications. MORTH Specification No. 301 19.11 Excavation in Soil with Dozer KSRRB M300-11.Excavation for road cum way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301

110.00

19.12 Excavation in Ordinary Rock with Dozer KSRRB M300-12. Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301

cum

110.00

19.13 Excavation in Hard Rock (requiring blasting) with disposal KSRRB cum M300-13. Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road and complete as per specifications. MORTH Specification No. 301

74.10

19.14 Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal KSRRB M300-14. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location and complete as per specifications. MORTH Specification No.301

cum

34.25

19.15 Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and cum Tippers with Disposal KSRRB M300-15. Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site and trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301

45.35

157.00

65.15

19.16 Excavation in Hard Rock (blasting prohibited) KSRRB M300-16.1. cum Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal and trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. A. Mechanised MORTH Specification No. 301

206.00

19.17 Excavation in Hard Rock (blasting prohibited) KSRRB M300-16.2. cum Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal and trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. B. Manual Method. MORTH Specification No. 301

527.00

19.18 KSRRB M300-17. Excavation for road way in hard rock ( controlled cum blasting) with rock brakers including breaking rock, loading in tippers transporting to embankment site and trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 19.19 Excavation in Marshy Soil KSRRB M300-18. Excavation for cum roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal and trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301

110.00

19.2 Removal of Unserviceable Soil with Disposal KSRRB M300-19. cum Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 300.5 complete as per specifications. MORTH Specification No. 301

34.50

19.21 Presplitting of Rock Excavation Slopes. KSRRB M300-20. Carrying Sqm out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material all as specified in clause No. 300.3 complete as per specifications. MORTH Specification No. 303

83.45

38.80

19.22 Excavation for Structures. KSRRB M300-21.1. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete as per specifications. i) Ordinary soil - A. Manual Means (i) Depth upto 3 m. MORTH Specification No. 304

cum

183.00

19.23 Excavation for Structures. KSRRB M300-21.2. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete as per specifications. B. Mechanical Means (i) Depth upto 3 m. MORTH Specification No. 304 19.24 Excavation for Structures. KSRRB M300-22.1. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete as per specifications.ii) Ordinary Rock (not requiring blasting) - A. Manual Means (i) Depth upto 3 mâ€• . MORTH Specification No. 304

cum

30.30

cum

229.00

19.25 Excavation for Structures. KSRRB M300-22.2. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete as per specifications. ii)Ordinary Rock (not requiring blasting)- B. Mechanical Means. MORTH Specification No. 304

cum

39.95

19.26 Excavation for Structures. KSRRB M300-23. Earth work in cum excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete as per specifications. iii) Hard Rock (requiring blasting)- A. Manual Means. MORTH Specification No. 304

386.00

19.27 Excavation for Structures. KSRRB M300-24. Earth work in cum excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete as per specifications. iv) Hard Rock ( blasting prohibited) - A. Mechanical Means. MORTH Specification No. 304

423.00

19.28 Excavation for Structures. KSRRB M300-25.2. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete as per specifications. v) Marshy soil - A. Manual Means (i) upto 3 m depth MORTH Specification No. 304

cum

310.00

19.29 Excavation for Structures. KSRRB M300-25.3. Earth work in cum excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete as per specifications. vi) Marshy soil B) Mechanical means (ii) Upto 3m depth MORTH Specification No. 304

79.25

19.3 KSRRB 300- Extra additional lead KSRRB 300-26.1. Extra for every cum 7.5m additional lead beyond 15m but upto 60m by manual means for all kinds of soils except hard rock including cost of all labour complete as per specifications. MORTH Chapter 3

2.47

19.31 KSRRB 300-26.2. When lead is more than 60m upto 500m by any cum means of conveyance including loading and unloading for all kinds of soils except hard rock including cost of all labour complete as per specifications. MORTH Chapter 3

2.78

19.32 KSRRB 300-27. Dressing of earthwork including cutting and filling cum upto 15 cms thick or depth including cost of all labour complete as per specifications. MORTH Chapter 3 19.33 KSRRB 300-28. Box cutting / trenching the sub grade to proper Sqm slope, camber and removing inequalities including removing the stuff and depositing on the road side slopes ( cutting of earthwork shall be paid seperately in the respective item on the basis of classification of the excavation) including cost of all labour complete as per specifications. MORTH Chapter 3

28.85

0.70

19.34 KSRRB M300- Stripping and Storing of top soil KSRRB M300-29. cum Stripping, Storing of top soil by road side at 15 internal and reapplication on embankment slopes. Cut slopes and other areas in localities where the available embankment material is notconducive to plant growth complete as per specifications. MORTH Specification No. 305

133.00

19.35 KSRRB M300-Stripping, Storing and Re-laying Top soil from cum Borrow Areas in Agriculture Fields. KSRRB M300-30. Stripping, Storing and Re-laying Top soil from Borrow Areas in Agriculture Fields. Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer complete as per specifications. MORTH Specification No. 305

39.60

19.36 KSRRB M300- Turfing with Sods/Seeding and Mulching KSRRB Sqm M300-31. Turfing with Sods-Furnishing and laying of the live sods of perenial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering. complete as per specifications. MORTH Specification No. 307

17.60

19.37 KSRRB M300-32. Preparation of seed bed on previously laid top Sqm soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per Clause 308 complete as per specifications. MORTH Specification No. 308

66.90

19.38 KSRRB M300- Surface Drains in Soil/Rock KSRRB M300-33.1. M Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of Clauses 300.1 and 300.9. Excavated material to be used in embankment and complete as per specifications.A. Mechanical Means. MORTH Specification No. 309 19.39 KSRRB M300-33.2. Construction of unlined surface drains of M average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of Clauses 300.1 and 300.9. Excavated material to be used in embankment and complete as per specifications. B. Manual Means. MORTH Specification No. 309

45.60

45.75

19.4 KSRRB M300-34 Surface Drains in Ordinary Rock KSRRB M300M 34.1. Construction of unlined surface drain of average crosssectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of Clauses 300.1 and 300.9. Excavated material to be used in embankmentat site complete as per specifications. A. Mechanical Means MORTH Specification No. 309

92.50

19.41 KSRRB M300-Surface Drains in Ordinary Rock. KSRRB M300-34.2. M Construction of unlined surface drain of average cross-sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of Clauses 300.1 and 300.9. excavated material to be used in embankmentat site complete as per specifications. B. Manual Means. MORTH Specification No. 309

68.60

19.42 KSRRB M300- Sub-Surface Drains with Perforated Pipe. KSRRB M M300-36. Construction sub-surface drain with perforated pipe of 100 mm internal diameter of metal / asbestos cement / cement concrete / PVC, closely jointed, perforations ranging from 3mm to 6mm depending upon size of material surrounding the pipe, with 150mm bedding below the pipe and 300mm cusion above the pipe, cross-section of excavation 450x550mm. Excavated material to be utilised in roadway at site complete as per specifications. MORTH Specification No. 309

488.00

19.43 KSRRB M300- Aggregate Sub-Surface Drains KSRRB M300-37. M Construction of aggregate sub-surface drain 300mm x 450mm with aggregates conforming to Table 300-4, excavated material to be utilised in roadway complete as per specifications. MORTH Specification No. 309 19.44 KSRRB M300-Underground Drain at Edge of Pavement KSRRB M M300-38. Construction of an underground drain 1m x 1m(inside dimensions) lined with RCC 15cm thick and covered with RCC slab 10 cm in thickness on urban roads. (Rates for these items may be taken from chapters on earthwork and substructures respectively) complete as per specifications. MORTH Specification No. 309 19.45 KSRRB M300- Preparation and Surface Treatment of Formation. Sqm KSRRB M300-39. Preparation and Surface Treatment of Formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth sheeled roller, complete as per Clause 310. complete as per specifications. MORTH Specification No. 310

155.00

2362.00

1.20

19.46 KSRRB M300 Earth work on Hill Road KSRRB M300-40. Excavation cum in hilly Areas in Soil by Mechanical means. Excavation soil in hilly areas by mechanical means including cutting and trimming of side slopes and disposing of excavated earth and complete as per specifications. MORTH Specification No. 301

79.20

19.47 KSRRB M300-41. Excavation in Hilly Areas in Ordinary Rock by cum Mechanical means not requiring Blasting. Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material and complete as per specifications. MORTH Specification No. 301

120.00

19.48 KSRRB M300-42. Excavation in Hilly Areas in Hard Rock Requiring cum Blasting. Excavation hilly areas in hard rock requiring blasting by mechanical means including trimming of slopes and disposal of cut material and complete as per specification. MORTH Specification No. 301

234.00

19.5 KSRRB 300- Scarifying the surface and dressing KSRRB 300-44 Sqm Scarifying top bituminous surface or surface dressing or premix carpet including picking up scarified materials, stacking of old serviceable materials by manual means including cost of all abour charges complete as per specifications. MORTH / Chapter 3

17.75

19.51 KSRRB 300-45. Scarifying stone metal crust 50mm to 100mm Sqm thick with pick axes along with premix carpet / surface dressing and stacking of old serviceable materials by manual means including cost of all labour charges complete as per specifications. MORTH / Chapter 3 19.52 KSRRB 300-46. Scarifying stone metal crust 50mm to 100mm Sqm thick by road roller with scarifier along with 20mm premix carpet / surface dressing and stacking of old serviceable materials including cost of all labour charges, HOM of machinaries complete as per specifications. MORTH / Chapter 3

35.55

19.53 KSRRB 300-47. Scarifying kankar / gravel / metal crust upto Sqm 150mm thick with pick axes and disposal of stuff including cost of all labour charges complete as per specifications. MORTH / Chapter 3 19.54 KSRRB 300-48. Scarifying kankar / gravel / metal crust upto Sqm 150mm thick with power roller and scarifier, disposal of stuff including cost of all labour charges, HOM of machineries complete as per specifications. MORTH / Chapter 3

17.75

22.60

13.50

19.55 KSRRB 300-49. Scarifying bituminous course 50mm to 75mm thick Sqm along with premix carpet / surface dressing by manual means without disturbing the base and stacking of the debris materials including cost of all labour charges complete as per specifications. MORTH / Chapter 3

40.00

19.56 KSRRB 300-50. Scarifying bituminous course 50mm to 75mm thick Sqm along with premix carpet / surface dressing by road roller attached with scarifier without disturbing the base and stacking the debris including cost of all labour charges, HOM of machineries complete as per specifications. MORTH / Chapter 3

22.60

19.57 KSRRB 300-51. Making 50mm x 50mm furrows at 450 to the centre line of the road and at one metre interval in the existing thin bituminous wearing course including sweeping, taking out old materials, stacking the debris cost of all labour charges complete as per specifications. MORTH / Chapter 3

Sqm

2.10

19.58 KSRRB M300- Scarifying Existing Granular Surface to a Depth of Sqm 50mm by Manual Means. KSRRB M300-52.1. Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 19.59 KSRRB M300-52.2. Scarifying Existing Bituminous surface to a Sqm depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 19.6 KSRRB M300- Construction of Embankment with Material Gravel/ cum Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) MORTH Specification No. 305

14.70

19.61 KSRRB M300-Construction of Embankment with Material deposited from Roadway cutting. KSRRB M300-54. Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete asper specifications.which includes , watering charges & compaction by vibratory roller) MORTH Specification No. 305

cum

2.90

258.00

65.35

19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. cum KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller) MORTH Specification No. 305

284.00

19.63 KSRRB M300-Construction of Rockfill Embankment. KSRRB M300- cum 56. Construction of rockfill embankment with availabel broken hard rock fragments of size not exceeding 300mm laid in layers not exceeding 500mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per Clause 313 complete as per specifications. MORTH Specification No. 313

36.80

19.64 KSRRB 300-Compaction KSRRB 300-58. Compaction of original Sqm ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3

3.60

19.65 KSRRB M300-59.1. Loosening of the ground upto a level of 500mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgrade construction complete as per specifications. CaseI:Compacting original ground supporting subgrade.(which includes watering charges & compaction by vibratory roller) MORTH Specification No. 305.3.4

cum

48.55

19.66 KSRRB M300-59.2. Loosening, levelling and compacting origial cum ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete as per specifications. Case-II: Compacting original ground supporting embankment.(which includes watering charges & compaction by vibratory roller) MORTH Specification No. 305.3.4

24.95

19.67 KSRRB 300-60. Extra for laying earth by manual means as per cum specifications for compaction in 250mm thick loose layers when laying of earth in layers is done simultaneously with excavation of earth work and dressing but excluding rolling and watering including cost of all labour complete as per specifications. MORTH / Chapter 3

7.10

19.68 KSRRB 300-61. Extra for laying earth by manual means as per cum specifications for compaction in 250mm thick loose layers when laying of earth in layers is done from stacked materials including breaking of clods and dressing but excluding rolling and watering including cost of all labour complete as per specifications. MORTH / Chapter 3 19.69 KSRRB 300-62. Extra for laying earth by mechanical means as per cum specifications for compaction in 250mm thick loose layers when laying of earth in layers is done from stacked materials including breaking of clods and dressing but excluding rolling and watering including cost of all labour, HOM of machineries complete as per specifications. MORTH / Chapter 3

30.55

19.7 KSRRB M300-63. Construction of Embankment with Flyash / Pond cum Ash available from Coal or Lignite Burning Thermal Plants as Waste Material. Construction of embankment with flyash conforming to Table 1 of IRC:SP:58-2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC:SP:58-2001 and as per approved plans complete as per specifications.

75.50

19.71 KSRRB 300-64.1. Extra for watering the earth to bring the earth cum upto required optimum moisture content manually including cost of all labour complete as per specifications. MORTH / Chapter 3

5.30

19.72 KSRRB 300-64.2. Extra for watering the earth to bring the earth cum upto required optimum moisture content with mechinery including cost of all labour, HOM of machineries complete as per specifications. MORTH / Chapter 3

1.75

19.73 KSRRB 300-65. Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density ( modified heavy proctor test ) including HOM of machineries complete as per specifications. MORTH / Chapter 3

20.95

cum

15.50

19.74 KSRRB 300-66. Extra for rolling to specification with the use of cum vibratory roller when earth is at suitable moisture content with desired field density not less than 100% of maximum dry density ( modified heavy proctor test) including HOM of machineries complete as per specifications. MORTH / Chapter 3

19.40

19.75 KSRRB 300-67. Extra for rolling to specification with power roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density ( ordinary proctor test ) including HOM of machineries complete as per specifications. MORTH / Chapter 3

cum

6.95

19.76 KSRRB 300-68. Extra for rolling to specification with power roller 8- cum 10 tonne when earth is at suitable moisture content with desired field density not less than 100% of maximum dry density ( ordinary proctor test ) including HOM of machineries complete as per specifications. MORTH / Chapter 3

8.70

19.77 KSRRB M300-Horticulture KSRRB M300-Spreading of sludge farm cum yard manure or/ and good earth KSRRB M300-1. Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) complete as per specifications. MORTH Specification No. 307

45.75

19.78 KSRRB M300- Grassing with Doobs grass KSRRB M300- 2.1. Sqm Grassing with Doobs grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed complete as per specifications. MORTH Specification No. 307 i) In rows 15 cm apart in either direction.

43.00

19.79 KSRRB M300-2.2. Grassing with Doobs grass KSRRB M300- 2.1. Sqm Grassing with Doobs grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed complete as per specifications. MORTH Specification No. 307 ii) In rows 7.5 cm apart in either direction

82.80

19.8 KSRRB M300-Making lawns including ploughing and dradding Sqm with â€˜swaghaâ€™ breaking of clod KSRRB M300-3. Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm complete as per specifiifications. MORTH Specification No. 307

13.40

19.81 KSRRB M300- Maintenance of lawns or Turfing KSRRB M300Sqm 4.Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc complete as per specifications. MORTH Specification No. 307

85.90

19.82 KSRRB M300-Turfing lawns with fine grassing including ploughing, Sqm dressing KSRRB M300-5. Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm complete as per specifications. MORTH Specification No. 307

16.40

19.83 KSRRB M300- Maintenance of lawns with fine grassing for the Sqm first year KSRRB M300-6. Maintenance of lawns with fine grassing for the first year including watering etc complete as per specifications. MORTH Specification No. 307

71.90

19.84 KSRRB M300- Planting and maintenance permanent hedges M KSRRB M300-7.1. Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart complete as per specifications. A) Planting permanent hedges including digging of trenches MORTH Specification No. 307

82.70

19.85 â€œKSRRB M300-7.2. Planting and maintenance permanent hedges KSRRB M300-7.1. Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart complete as per specifications. B) Maintenance of hedge for one year

M

102.00

19.86 KSRRB M300- Planting and Maintaining of Flowering Plants and Shrubs KSRRB M300- 8.1. Planting and Maintaining of Flowering Plants and Shrubs - A) Planting flowring plants and shrubs in central verge MORTH Specification No. 307

M

17.50

19.87 KSRRB M300- 8.2. Planting and Maintaining of Flowering Plants and Shrubs KSRRB M300- 8.1. Planting and Maintaining of Flowering Plants and Shrubs B) Maintenance of flowering plants and shrubs in central verge for one year.

Km

107430.00

19.88 KSRRB M300- Planting of trees and their maintenance for one Each year KSRRB M300-9. Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year complete as per specifications. MORTH Specification No. 307

535.00

19.89 KSRRB M300-Renovation lawns including, weeding, forking the Sqm ground, top dressing with forked soil KSRRB M300-10. Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farmyard namure complete as per specifications. MORTH Specification No. 308

9.00

19.9 KSRRB M300-Supply at site of work well decayed farm yard manure KSRRB M300-11. Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stackin complete as per specifications. MORTH Specification No. 308.2

cum

19.91 KSRRB 300-Supply at site of work/ store-deoiled neem cake Quintal KSRRB 300-12. Supply at site of work/ store-deoiled neem cake duly packed in used gunny bags complete as per specifications. MORTH Specification No. 308.2 19.92 KSRRB M300-Supplying sludge KSRRB M300-13. Supplying sludge cum duly stacked at site/store complete as per specifications. MORTH Specification No. 308.2 19.93 KSRRB M300- Half brick circular tree guard KSRRB M300-14. Half Each brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete, complete as per specifications. 19.94 KSRRB M300-Edging with 2nd class bricks, laid dry lengthwise M KSRRB M300-15. Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres complete as per specifications.

140.00

1140.00

140.00

1184.00

23.60

19.95 KSRRB M300- Making tree guard from empty bitumen drums Each KSRRB M300-16. Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect complete as per specifications.

298.00

19.96 KSRRB M300-17. Making tree guard 53 cm dia and 2 metres high Each as per design from empty bitumen drums, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets complete in all respects complete as per specifications.

603.00

19.97 KSRRB M300- Wrought iron and mild steel welded work KSRRB Quintal M300-18. Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately complete as per specifications.

6128.00

19.98 KSRRB M300-Tree guard with MS iron KSRRB M300-19. Providing Each and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects, complete as per specifications.

1868.00

19.1 KSRRB M300-Tree gaurd with MS Angle and Steel wire KSRRB Each M300-20. Providing and fixing tree gaurd 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together complete as per specifications 19.101 KSRRB M300-Compensatory afforestation KSRRB M300-21. Ha Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of saple.

2287.00

53100.00

20.SUB BASES-BASES (NON BITUMINOUS) AND SHOULDERS 20.1 KSRRB 400- Granular Sub-base KSRRB 400-1. Providing, laying, spreading cum and compacting inverted choke of screening Type â€˜ B â€˜ or sand in sub-base course in uniform layer on a prepared base by mechanical means with motor grader and compacting with power roller including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH Chapter 4

1380.00

20.2 KSRRB 400-2. Providing, laying, spreading and compacting specified cum graded sand, gravel or any other course material in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material up to 1km, spreading in uniform layers with motor grader on a prepared base and compacting with power roller to achieve the desired density including all materials, labour, HOM of machinery, lighting, guarding, barricading and maintenance of diversion complete as per specifications. MORTH Chapter 4

1815.00

20.3 KSRRB 400-4. Providing, laying, spreading and compacting specified cum graded sand, gravel or any other course material in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material up to 1km, spreading in uniform layers with motor grader on a prepared base, and compacting with power roller to achieve the desired density, lighting, guarding, barricading and maintenance of diversion, including cost of all materials, labour, HOM of machinery, complete as per specifications. ( material and grinding shall be as per design mix formula ) MORTH Chapter 4

1830.00

20.4 KSRRB M400-6.1. Construction of granular sub-base by providing close graded material, mixing in a mechaical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications. A. Plant Mix Method. 20.4.1 Close graded granular sub-base material as per 400-1 For Grading- I Material 20.4.2 For Grading II Material 20.4.3 For Grading III Material 20.5 KSRRB M400-6.2. Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixingby mix in place method by rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per specifications. B. By Mix in Place Method.

cum

1158.00

cum cum

1155.00 1098.00

20.5.1 . Close graded granular sub-base material as per 400-1 For Grading I Material 20.5.2 For Grading II Material 20.5.3 For Grading III Material

cum

1221.00

cum cum

983.00 1000.00

20.6 KSRRB 400 Granular Sub-Base with Coarse Graded Material (table 400-2) KSRRB M400-7. Construction of granular sub-base by providing Coarse graded material, speading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per specifications. 20.6.1 ForCoarse graded granular sub-base material as per 400-2 For Grading I Material 20.6.2 For Grading II Material 20.6.3 For Grading III Material 20.7 KSRRB M400- Lime stabilization for improving subgrade KSRRB M4008.1. Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved subgrade complete as per specifications. A. By Mechanical means MORTH Specification No. 402

cum

1212.00

cum cum cum

1152.00 1072.00 208.00

20.8 KSRRB M400-8.2. Lime Stabilisation for improving Subgrade Laying and cum spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved subgrade. complete as per specifications. B. By Manual means MORTH Specification No. 402

210.00

20.9 KSRRB M400- Lime Treated Soil for Sub-Base KSRRB M400-9. Providing, cum laying and spreading soil on a prepared subgrade, pulverising, mixing the spread soil in place with rotavator with 3% slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 90% of the maximum dry density to form a layer of sub-base complete as per specifications. MORTH Specification No. 402

276.00

20.1 KSRRB M400-Cement Treated Soil Sub-Base/Base KSRRB M400-10. cum Providing, laying and spreading soil on a prepared subgrade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with the rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base complete as per specifications. ( For 4% quantity of cement by weight of soil). MORTH Specification No. 403

847.00

20.11 KSRRB M400-Cement Treated Crushed rock or Combination as per Clause 403.2 & Table 400.4 in Sub-Base/Base KSRRB M400-11. Providing, laying and spreading material on a prepared subgrade, adding the Designed quantity of cement to the spread material, mixing in place with the rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base complete as per specifications. (Quantity of cement assumed as 4% of quantity of crushed rock by weight) MORTH Specification No. 403 20.11.1 Cement at site at 4% by wt. of crushed aggregate (600 tonne) Grading of material for sub-base course 20.11.2 Cement at site at 4% by wt. of crushed aggregate (600 tonne) Grading of material for base course 20.12 KSRRB M400- Making 50mm x 50mm Furrows KSRRB M400-12. Making 50mm x 50mm furrows, 25 mm deep, 450 to the center line of the road and at one meter interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per specifications. MORTH Specification No. 404.3.1 20.13 KSRRB M400- Inverted Choke KSRRB M400-13. Construction of inverted choke by providing, laying, spreading and compacting screening B type/coarse sand of specified grade in uniform layer on a prepared surface with motor grade and compacting with power roller etc. complete as per specifications. MORTH Specification No. 404.3.2

cum

1715.00

cum

1589.00

Sqm

2.35

cum

1400.00

cum cum cum cum

1501.00 1406.00 1670.00 1467.00

20.14 KSRRB M400- Water Bound Macadam KSRRB M400-14.1. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3- wheeled steel/vibratory roller 810 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per Specification. A. By mannual means. MORTH Specification No. 404 20.14.1 20.14.2 20.14.3 20.14.4 20.15

Type A 13.2mm for grading II Crushable type such as Moorum or Gravel for grading II Type B 11.2mm for grading III Crushable type such as Moorum or Gravel for grading III KSRRB M400-14.2. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications , including spreading in uniform thickness, hand packing, rolling with 3wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specifications. B. By Mechanical Means. MORTH Specification No. 404

20.15.1 20.15.2 20.15.3 20.15.4 20.16

cum cum cum cum cum

1396.00 1301.00 1520.00 1362.00 161.00

20.17 KSRRB M400- Penetration Coat over top layer of crushed cement Sqm concrete base KSRRB M400-16. Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per Clause 500.6.3.8 complete as per specifications MORTH Specification No. 405.2

19.45

20.18 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, cum spreading and compacting graded stones aggregate to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 20.19 KSRRB M400-Construction of Median and Island with soil taken from cum Roadway cutting KSRRB M400-18. Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per Clause 400.7 complete as per specifications. MORTH Specification No. 407

1181.00

20.2 KSRRB M400-Construction of Median and island with Soil taken from cum Borrow Areas. KSRRB M400-19. Construction of Median and island with Soil taken from Borrow Areas. Construction of Median and island above road level with approved material deposited from borrowpits, spread, sloped and compacted as per Clause 400.7 complete as per specifications. MORTH Specification No. 407

108.00

Type A 13.2mm for grading II Crushable type such as Moorum or Gravel for grading II Type B 11.2mm for grading III Crushable type such as Moorum or Gravel for grading III KSRRB M400- Crushed cement sub-base/base KSRRB M400- 15. Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75mm as specified in Table 400.7 transporting the aggregate obtained from breaking of cement concrete slabs , laying and compacting the same as sub-base / base course, constructed as WBM to Clause 400.4 except the use of screening or binding material complete as per specifications. MORTH Specification No. 405

20.21 KSRRB M400-Construction of footpath and separator KSRRB M400-21. Construction of footpath/separator by providing a 150 mm compacted granular sub-base as per Clause 401 & 25mm thick cement concrete grade M-15, overlaid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel complete as per specifications. MORTH Specification No. 409

Sqm

94.20

503.00

20.22 KSRRB M400-22 Crusher Rum Macadam Base KSRRB M400-22.1. cum Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to Clause 410 to form a layer of sub-base/base. complete as per specifications. A. By mix in place method. (For 53 mm maximum size) MORTH Specification No. 410

1312.00

20.23 KSRRB M400-22.1. Crusher Rum Macadam Base KSRRB M400-22.1. cum Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to Clause 410 to form a layer of sub-base/base. complete as per specifications. A. By mix in place method. (For 45 mm maximum size) MORTH Specification No. 410

1329.00

20.24 KSRRB M400-22.2. Providing crushed stone aggregate, depositing on a cum prepared surface by hauling vehicles, spreading and mixing with a motor gader, watering and compacting with a vibratory roller to Clause 410 to form a layer of sub-base/base. complete as per specifications. (For 53 mm maximum size ) B. By Mixing Plant Method. MORTH Specification No. 410

1410.00

20.25 KSRRB M400-22.2. Providing crushed stone aggregate, depositing on a cum prepared surface by hauling vehicles, spreading and mixing with a motor gader, watering and compacting with a vibratory roller to Clause 410 to form a layer of sub-base/base. complete as per specifications. (For 53 mm maximum size ) B. By Mixing Plant Method. MORTH Specification No. 410 B. By mixing Plant Method. ( For 45 mm maximum size) MORTH Specification No. 410

1440.00

20.26 KSRRB M400- Lime, Flyash stabilised Soil Sub-base. KSRRB M400-23. cum Lime, Flyash stabilised Soil Sub-base. Construction of sub-base using limeflyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 & 20 and liquid limit less than 25 and commercial dry lime slaked at site or preslaked with CaO content not less than 50%, flyash to conform to gradation as per Clause 43 of IRC: 88-1984, lime + flyash content ranging between 10 to 30%, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5 kg/sqcm and 25% respectively, all as specified in IRC:88-1984 complete as per specifications.

190.00

20.27 KSRRB 400-Base KSRRB 400-24. Providing, laying, spreading and cum compacting stone aggregates of specific sizes to water bound macadam specifications by manual means, including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and rolling, making necessary earthern bund to protect edges, lighting, guarding, barricading, and maintenance of diversion, including cost of all materials, labour, HOM of machinery, complete as per specifications. MORTH / Chapter 4

1114.00

20.28 KSRRB 400-25. Providing, laying, spreading and compacting stone cum aggregates of specific sizes to water bound macadam specifications by manual means, including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and rolling, making necessary earthern bund to protect edges, lighting, guarding, barricading, and maintenance of diversion, including cost of all materials, labour, HOM of machinery, complete as per specifications. MORTH / Chapter 4 by mechanical means by mechanical means

1129.00

21.BASE AND SURFACE COURSES (BITUMINOUS) 21.1 KSRRB 500-Cleaning the existing surface KSRRB 500-1. Cleaning the existing WBM road surface including removing of binding materials and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air, to receive bituminous treatment including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm

9.25

Sqm

2.30

Sqm

68.85

-do- low porosity -do- medium porosity 21.5 KSRRB 500-5. Providing and applying primer coat from12.2 to 14.6kg per 10 sqm for surfaces of high porosity over prepared surface of granular base with cut back M.C-70 or any other bitumen mixed with diesel at 13kg per 10 sqm heated in bitumen boiler fitted with spray set ( excluding cleaning of road surface ) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm Sqm Sqm

42.95 53.35 75.20

21.6 KSRRB 500- Primer Coat/Tack Coat KSRRB M500-6. Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502

Sqm

38.00

21.2 KSRRB 500-2. Cleaning the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5 21.3 KSRRB 500-3. Scarifying existing stone metal layer upto 75mm thick along with their bituminous surface, picking up scarified materials and stacking of old serviceable materials with lead of 100 m. sequential spreading of the salvaged aggregates with fresh aggregates on prepared base and consolidating as per water bound macadam specifications including cost of all labour, HOM of machineries complete as per specifications. MORTH / Chapter 5 21.4 KSRRB 500-Applying primer coat over Prepared surface KSRRB 500-4. Providing and applying primer coat from 7.5 to 9.8 kg and 9.8 to 12.2 kg per 10 sqm for surfaces of low and medium porosity respectively over prepared surface of granular base with cut back M.C- 70 or any other bitumen mixed with diesel at 10kg per 10 sqm heated in bitumen boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5 21.4.1 21.4.2

21.7 KSRRB 500-7. Providing and applying tack coat on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface ) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH/Chapter 5 21.8 KSRRB 500-8. Providing and applying tack coat on granular surface treated with primer at 3 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface ) including cost of all materials, labour,HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm

13.30

Sqm

16.15

21.9 KSRRB 500-9. Providing and applying tack coat on granular base such as WBM and WMM surfaces hot bitumen primed at 4 kg per 10 sqm, heating bitumen in boiler fitted with spray set ( excluding cleaning of road surface ) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm

21.55

Sqm Sqm

10.40 10.40

cum cum Sqm

5507.00 5604.00 306.00

21.1 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 21.10.1 - do - using bitumen emulsion 21.10.2 - do - using bitumen 80/100 21.11 KSRRB 500-Bituminous macadam KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant 40 tonne capacity, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, 50 /75mm compacted thickness with 3.3% bitumen but excluding cost of primer / tack coat with lead upto 1km including cost of all materials, labour, HOM of machineries complete as per specifications.MORTH /Chapter 5 21.11.1 With 80/100 grade bitumen 21.11.2 With 60/70 grade bitumen 21.12 KSRRB 500-12. Providing, laying and consolidating of crushed stone aggregates on prepared surface as per built up spray grout specifications 75mm thick, as base course compacted in two layers composite construction of crushed stone aggregates with application of bitumen binder after each layer and lay aggregate on the top of second layer and rolling with power roller 8 to 10 tonne but excluding cost of primer / tack coat including cost of all materials, labour, HOM of machineries complete as per specifications.MORTH / Chapter 5

21.13 KSRRB M500-13. Providing and laying bituminous macadam 50mm thick with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction complete as per specifications. MORTH Specification No. 504 21.13.1

-do- 80-100 mm compacted thickness (grading I) with 3.1% bitumen

cum

5342.00

21.13.2

-do- 50-75 mm compacted thickness (grading II) with 3.3% bitumen

cum

5525.00

21.14 KSRRB M500- Bituminous Penetration macadam KSRRB M500-14.1. Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a vibratory roller 8-10 tonne capacity to achieve the desired degree of compaction. complete as per specifications. A. 50mm thick MORTH Specification No. 505

Sqm

317.00

21.15 KSRRB M500-14.2. â€“doâ€“ B. 75mm thick. MORTH Specification No. 505 21.16 KSRRB 500-Built up Spray Grout KSRRB M500- 15. Providing, laying and rolling with vibratory roller of built-up spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a base conforming to the line, grades and crosssection specified, the compacted layer thickness being 75mm complete as per specifications. MORTH Specification No. 506

Sqm

425.00

Sqm

216.00

21.17 KSRRB 500-Dense bituminous macadam KSRRB 500-16. Providing and laying dense bituminous macadam 50- 75mm compacted thickness with 4.5% bitumen 80/100 grade, contents on prepared surface with specified graded crushed aggregates for base / binder course including loading of material with F.E. loader, heating of binder aggregates and filler in hot mix plant 40 - 60 TPH, transporting the mixed material by tipper and laying with paver finisher to the required level and grade, rolling by power roller to achieve the desired density (but excluding primer / tack coat ) to a lead upto 1km including cost of all materials, labour, HOM of machineries complete as per specifications grading 2. MORTH / Chapter 5

cum

7846.00

21.18 KSRRB M500-17. Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.0 to 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.7 complete in all respects as per specifications. Bitumen 80/100 MORTH Specification No. 507 21.18.1

-do- 80-100mm compacted thickness (Grading I) with 4% Bitumen

cum

6603.00

21.18.2

-do- 50-75mm compacted thickness (Grading II) with 4.5% Bitumen

cum

7150.00

21.19 KSRRB M500-17. Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.0 to 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.7 complete in all respects as per specifications. Bitumen 60/70MORTH Specification No. 507 21.19.1

-do- 80-100mm compacted thickness (Grading I) with 4% Bitumen

cum

6725.00

21.19.2

-do- 50-75mm compacted thickness (Grading II) with 4.5% Bitumen

cum

7786.00

cum

7726.00

cum

7878.00

cum

7925.00

21.2 KSRRB M500-Semi dense bituminous concrete KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects as per specifications. 21.20.1 21.20.2 21.20.3

25-30mm compacted thickness with 5% bitumen 80/100 grade (Grading II) 25-30mm compacted thickness with 5% bitumen 60/70 grade (Grading II) 25-30mm compacted thickness with 5% bitumen 80/100 grade using 4060 HMP(Grading II)

21.20.4

25-30mm compacted thickness with 5% bitumen 60/70 grade using 4060 HMP (Grading II) 21.20.5 25-30mm compacted thickness with 5% bitumen 80/100 using 40-60 HMP using mechanical paver (Grading II) 21.20.6 25-30mm compacted thickness with 5% bitumen using 60/70 using 4060 HMP using mechanical paver (Grading II) 21.20.7 35-40mm compacted thickness with 4.5% bitumen using 80/100 grade (Grading I) 21.20.8 35-40mm compacted thickness with 4.5% bitumen using 60/70 grade (Grading I) 21.21 KSRRB M500-18. Providing and laying semi dense bituminous concrete 25-30 with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects as per specifications.

cum

8076.00

cum

7877.00

cum

8029.00

cum

7115.00

cum

7250.00

21.21.1 with CRMB/POLYMER MB 70 21.21.2 with NRMB 70 (LATEX OR RUBBER POWDER) 21.22 KSRRB M500-Bituminous concrete KSRRB M500-19. Providing and laying bituminous concrete with 100- 120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 5.4 to 5.6% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.9 complete in all respects as per specifications. MORTH Specification No. 509

cum cum

7470.00 7407.00

21.22.1

30-45mm compacted thickness (Grading II) with 6% Bitumen 80/100

cum

8740.00

21.22.2

30-45mm compacted thickness (Grading II) with 6% Bitumen 60/70

cum

8918.00

21.22.3

30-45mm compacted thickness (Grading II) with 6% Bitumen 80/100 grade using 40-60 HMP 30-45mm compacted thickness (Grading II) with 6% Bitumen 60/70 grade using 40-60 HMP 30-45mm compacted thickness (Grading II) with 6% Bitumen 80/100 grade using 40-60 HMP using mechanical paver 30-45mm compacted thickness (Grading II) with 6% Bitumen 60/70 grade using 40-60 HMP using mechanical paver 50-65mm compacted thickness (Grading I) with 5.5% Bitumen 80/100

cum

9000.00

cum

9300.00

cum

8940.00

cum

9200.00

cum

8350.00

21.22.4 21.22.5 21.22.6 21.22.7

21.22.8

50-65mm compacted thickness (Grading I) with 5.5% Bitumen 60/70

cum

8500.00

21.23.1 with CRMB/POLYMER MB 70 21.23.2 with NRMB 70 (LATEX OR RUBBER POWDER) 21.24 KSRRB 500- Extra for protecting the crushed stone chipping KSRRB 50021.1. Extra labour for protecting the crushed stone chipping with bitumen including heating and mixing the materials by manual means and handling the mixed materials within a lead of 30 m. including cost of all labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

cum cum cum

8160.00 8090.00 586.00

21.25 KSRRB 500-21.2. Extra labour for protecting the crushed stone chipping for bitumen including heating and mixing the material by mechanical means and handling the mixed materials within a lead of 30 m. including cost of all labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

cum

754.00

21.26 KSRRB 500-Surface dressing KSRRB 500-22. Providing and laying single coat surface dressing or first coat of the two surface dressing with 0.15 cum crushed stone chippings and bitumen 18 kg /10 sqm as wearing course consisting of a layer of bituminous binder laid on the prepared surface followed by cover of crushed stone chippings of specified size (may be pre-coated also ) and rolling with power roller 8-10 tonne capacity including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm

109.00

21.27 KSRRB 500-23. Providing and laying second coat of two coat surface dressing (also used as renewal one coat ) with 0.10 cum crushed layer as wearing course andbitumen 11.00 kg/10 sqm on the prepared surface and rolling with power roller 8-10 tonne capacity including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm

70.70

21.23 KSRRB M500-19. Providing and laying bituminous concrete 30-45 mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 5.4 to 5.6% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.9 complete in all respects complete as per specifications.

21.28 KSRRB M500-24.1. Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 810 tonne smooth wheeled steel roller complete as per specifications. Case - I :- 19 mm nominal chipping size MORTH Specification No. 510

Sqm

75.40

21.29 KSRRB M500-24.2. Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 810 tonne smooth wheeled steel roller complete as per specifications. Case - II :- 13 mm nominal size chipping MORTH Specification No. 510

Sqm

59.95

21.3 KSRRB 500-Open Graded premix carpet KSRRB 500-25. Providing and laying open graded premix carpet using bitumen and with specified graded crushed aggregates of 11.2mm and 13.2mm size for wearing course including loading of aggregates with F.E. loader, heating binder and aggregates in hotmix plant 30 to 40 tonne, transporting the mixed materials in tipper to a distance upto 1 km. and laying with paver finisher to required level and grade, rolling with power roller 8-10 tonne excluding cost of tack and seal coat including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm

107.00

21.31 KSRRB 500-26. KSRRB 500-Open Graded premix carpet KSRRB 500-25. Providing and laying open graded premix carpet using bitumen and with specified graded crushed aggregates of 11.2mm and 13.2mm size for wearing course including loading of aggregates with F.E. loader, heating binder and aggregates in hotmix plant 30 to 40 tonne, transporting the mixed materials in tipper to a distance upto 1 km. and laying with paver finisher to required level and grade, rolling with power roller 8-10 tonne excluding cost of tack and seal coat including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5 using crumb rubber modified bitumen ( CRMB 55) MORTH / Chapter 5

Sqm

111.00

21.32 KSRRB 500-27. Providing and laying open graded premix carpet of 20mm thick on prepared surface in a single course as wearing course composed of 11.2mm and 13.2mm size stone aggregates premixed with bituminous binder in mini hot mix plant 6-10 tonne capacity laying manually and rolling with power roller 8-10 tonne excluding cost of primer / tack coat including cost of all materials, labour, HOM of machineries complete as per specifications. 80/100 Bitumen MORTH / Chapter 5

Sqm

115.00

21.33 KSRRB 500-28. KSRRB 500-27. Providing and laying open graded premix carpet of 20mm thick on prepared surface in a single course as wearing course composed of 11.2mm and 13.2mm size stone aggregates premixed with bituminous binder in mini hot mix plant 6-10 tonne capacity laying manually and rolling with power roller 8-10 tonne excluding cost of primer / tack coat including cost of all materials, labour, HOM of machineries complete as per specifications. 80/100 Bitumen MORTH / Chapter 5- Using CRMB MORTH / Chapter 5

Sqm

119.00

21.34 â€œKSRRB M500-29.1. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per specifications. Case - I : Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 75 tonne/hourâ€•MORTH Specification No. 511

Sqm

103.00

21.35 â€œKSRRB M500-29.2.â€œKSRRB M500-29.1. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per specifications. Case - II : Open -graded Pre mix surfacing using cationic bitumen emulsion. MORTH Specification No. 511 21.36 KSRRB 500-30 Mix seal surface KSRRB 500-30. Providing and laying 20 mm thick mix seal surfacing Type â€˜ A â€˜ on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and 11.2mm size premixed with bituminous binder, in hotmix plant 20-30 tonne, transporting the mixed materials in tipper to a distance upto 1 km. and laying with paver finisher 30-40 tonne capacity to required level and grade, rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM of machineries complete as per specifications using 80/100 grade bitumen. MORTH / Chapter 5

Sqm

133.00

Sqm

143.00

21.36.1

KSRRB 500-30. Providing and laying 20 mm thick mix seal surfacing Type â€˜ A â€˜ on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and 11.2mm size premixed with bituminous binder, in hotmix plant 20-30 tonne, transporting the mixed materials in tipper to a distance upto 1 km. and laying with paver finisher 30-40 tonne capacity to required level and grade, rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM of machineries complete as per specifications using 60/70 grade bitumen.

Sqm

146.00

21.37 KSRRB 500-31.KSRRB 500-30. Providing and laying 20 mm thick mix seal surfacing Type â€˜ A â€˜ on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and 11.2mm size premixed with bituminous binder, in hotmix plant 20-30 tonne, transporting the mixed materials in tipper to a distance upto 1 km. and laying with paver finisher 30-40 tonne capacity to required level and grade, rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM of machineries complete as per specifications - with crumb rubber modified bitumen (CRMB 55) MORTH / Chapter 5

Sqm

148.00

21.38 KSRRB 500-32. Providing and laying 20 mm thick mix seal surfacing Type â€˜ B â€˜ on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and 11.2mm size premixed with bitumen binder in hotmix plant 30 to 40 tonne, transporting the mixed materials in tipper to a distance upto 1 km. and laying with paver finisher to required level and grade, rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM of machineries complete as per specifications using 80/100 grade bitumen. MORTH / Chapter 5

Sqm

128.00

Sqm

130.00

21.38.1

KSRRB 500-32. Providing and laying 20 mm thick mix seal surfacing Type â€˜ B â€˜ on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and 11.2mm size premixed with bitumen binder in hotmix plant 30 to 40 tonne, transporting the mixed materials in tipper to a distance upto 1 km. and laying with paver finisher to required level and grade, rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM of machineries complete as per specifications using 60/70

21.39 KSRRB 500-33.KSRRB 500-32. Providing and laying 20 mm thick mix seal surfacing Type â€˜ B â€˜ on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and 11.2mm size premixed with bitumen binder in hotmix plant 30 to 40 tonne, transporting the mixed materials in tipper to a distance upto 1 km. and laying with paver finisher to required level and grade, rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM of machineries complete as per specificationswith crumb rubber modified bitumen binder MORTH Chapter 5

Sqm

133.00

21.4 KSRRB 500-34. Providing and laying 20 mm thick mix seal surfacing Type â€Ãâ€™ on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 11.2mm size premixed with bitumen in a minimix plant 6 / 10 tonne, laying manually and rolling with power roller 8-10 tonne excluding cost of primer / tack coat including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH Chapter 5

Sqm

150.00

21.41 KSRRB 500-35.KSRRB 500-34. Providing and laying 20 mm thick mix seal surfacing Type â€Ãâ€™ on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 11.2mm size premixed with bitumen in a minimix plant 6 / 10 tonne, laying manually and rolling with power roller 8-10 tonne excluding cost of primer / tack coat including cost of all materials, labour, HOM of machineries complete as per specifications. with crumb rubber modified bitumen (CRMB55) MORTH Chapter 5

Sqm

155.00

21.42 KSRRB 500-36. Providing and laying 20 mm thick mix seal surfacing Type â€˜ B â€˜ on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 13.2mm size premixed with bitumen in a minimix plant 6 / 10 tonne, laying manually and rolling with power roller 8-10 tonne excluding cost of primer / tack coat including cost of all materials, labour, HOM of machineries complete as per specifications using 80/100 grade bitumen. MORTH Chapter 5

Sqm

141.00

21.43 KSRRB 500-37. KSRRB 500-36. Providing and laying 20 mm thick mix seal surfacing Type â€˜ B â€˜ on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 13.2mm size premixed with bitumen in a minimix plant 6 / 10 tonne, laying manually and rolling with power roller 8-10 tonne excluding cost of primer / tack coat including cost of all materials, labour, HOM of machineries complete as per specifications with crumb rubber modified bitumen ( CRMB 55) MORTH Chapter 5

Sqm

140.00

21.44 KSRRB M500-Close-graded premix surfacing/ Mixed Seal surfacing KSRRB M500-38.1. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying with Paver and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade complete as per specifications. MORTH Specification No. 512

Sqm

121.00

21.45.1 -do- Case I. Type A 21.45.2 -do- Case I. Type B 21.46 KSRRB M500-39.2. Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade complete as per specifications. Case: II Type B MORTH Specification No. 513 21.47 KSRRB M500- Mastic asphalt KSRRB M500-41. Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100Â°C, protruding 1 mm to 4 mm over mastic surface, complete as per clause 500.15 as per specifications. MORTH Specification No. 515

Sqm Sqm Sqm

56.25 42.45 41.80

Sqm

454.00

21.52 KSRRB M500-Recycling of bituminous pavement with Central recycling plant KSRRB M500-47. Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, as specified in clause 500.17 complete as per specifications. MORTH Specification No. 517

cum

5523.00

21.45 KSRRB M500-Seal coat KSRRB M500-39.1. Providing and laying a seal coat sealing the voids in bitumnious surface lay to the specified levels, grade and cross fall using Type â€œAâ€•and B seal coats. complete as per specifications. Case: I Type A MORTH Specification No. 513

21.53 KSRRB M500-Fog Spray KSRRB M500-48. Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing complete as per specifications. MORTH Specification No. 518

Sqm

35.55

21.54 KSRRB M500-48. Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing complete as per specifications. 21.55 KSRRB M500-Bituminous Cold mix (Including Gravel emulsion) KSRRB M500-49.1. Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels complete as per specifications. Case - I : using bitumen emulsion & 9.5mm or 13.2mm nominal size aggregateâ€•MORTH Specification No. 519

Sqm

5.50

cum

9950.00

21.56 KSRRB M500-49.2.KSRRB M500-Bituminous Cold mix (Including Gravel emulsion) KSRRB M500-49.1. Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels complete as per specifications.Case - II : using bitumen emulsion & 19mm to 26.5mm nominal size aggregate MORTH Specification No. 519

cum

9900.00

21.57 KSRRB M500-49.3. KSRRB M500-Bituminous Cold mix (Including Gravel emulsion) KSRRB M500-49.1. Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels complete as per specifications. Case - III : using cutback bitumen & 9.5mm or 13.2mm nominal size aggregate . MORTH Specification No. 519

cum

7700.00

21.58 KSRRB M500-49.4. KSRRB M500-Bituminous Cold mix (Including Gravel emulsion) KSRRB M500-49.1. Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels complete as per specifications.- Case - IV : Using cutback bitumen & 19mm or 26.5mm nominal size aggregate MORTH Specification No. 519

cum

7514.00

21.59 KSRRB M500-Sand-asphalt base course KSRRB M500-50. Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing complete as per specifications. MORTH Specification No. 520

cum

7437.00

21.6 KSRRB 500-Liquid seal coat KSRRB 500-52. Providing and applying liquid seal coat Type â€Ãâ€™, comprising of a layer of bituminous binder using bitumen followed by a cover of stone chipping of 6.7 mm size and rolling with power roller 8- 10 tonne including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm

63.25

21.61 KSRRB 500-53. KSRRB 500-52. Providing and applying liquid seal coat Type â€Ãâ€™, comprising of a layer of bituminous binder using bitumen followed by a cover of stone chipping of 6.7 mm size and rolling with power roller 8- 10 tonne including cost of all materials, labour, HOM of machineries complete as per specifications. using crumb rubber modified bitumen (CRMB 55) MORTH / Chapter 5

Sqm

65.85

21.62 KSRRB 500-54. Providing and applying premix seal coat Type â€˜Bâ€™, comprising of thin application of fine aggregates passing 2.36mm and retained on 180 micron premixed with layer of bitumen binder using mini hot mix plant carrying manually mixed materials, laying, rolling with power roller 8-10 tonne including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5

Sqm

43.55

21.63 KSRRB 500-55. -do- using crumb rubber modified bitumen (CRMB 55) MORTH / Chapter 5 21.64 KSRRB M500-Slurry seal KSRRB M500-56.1. Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface Complete as per specifications. Case - I : 5mm thickness MORTH Specification No. 516

Sqm

45.40

Sqm

27.35

21.65 KSRRB M500-56.2. -Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface Complete as per specifications.- Case - II : 3mm thickness MORTH Specification No. 516

Sqm

18.45

21.66 KSRRB M500-56.3. Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface Complete as per specifications.- Case - III : 1.5mm thickness MORTH Specification No. 516

Sqm

11.00

21.67 KSRRB M500-Crack Prevention Courses KSRRB M500-57.1. Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 500.21, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates at 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 900.2 complete as per specification. Case I :Stress absorbing membrane (SAM) crack width less than 6mm MORTH Specification No. 522

Sqm

55.55

21.68 â€œKSRRB M500-57.2. Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 500.21, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates at 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 900.2 complete as per specification. Case - II :Stress absorbing membrane (SAM) crack width 6mm to 9mmâ€•MORTH Specification No. 522

Sqm

65.30

21.69 KSRRB M500-57.3. Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50% after cleaning with a mechanical broom, using modified binder complying with clause 500.21, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates at 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 900.2 complete as per specification. Case - III :Stress absorbing membrane (SAM) crack width above 9 mm and cracked aread above 50% MORTH Specification No. 522

Sqm

86.65

21.7 KSRRB M500-57.4. Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 700.3.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause 700.3.4.5 complete as per specification. Case - IV : Bitumen impregnated geotextile MORTH Specification No. 522

Sqm

130.00

21.71 KSRRB M500-Recipe Cold Mixes KSRRB M500-58.1. Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 500.19.3 complete as per specifications. Case - I : 75 mm thickness MORTH Specification No. 519.3

cum

6357.00

21.72 KSRRB M500-58.2. KSRRB M500-58.1. Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 500.19.3 complete as per specifications.Case - II : 40 mm thickness MORTH Specification No. 519.3

cum

8848.00

21.73 KSRRB M500-58.3. KSRRB M500-58.1. Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 500.19.3 complete as per specifications. Case - III : 25 mm thickness MORTH Specification No. 519.3

cum

10273.00

22.CONCRETE PAVEMENT 22.1 KSRRB M600- Cement concrete Pavements KSRRB M600-1. Construction of dry lean cement concrete mix M5 with OPC cement @160Kgs, with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 160 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. MORTH Specification No. 601

cum

22.2 KSRRB M600-2. Cement Concrete Pavement :- Construction of unreinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC cement design mix M30 at 360 Kg per cum, with 25mm and down size graded granite metal coarse aggregate at 0.69 cum and fine aggregates @ 0.46 cum with superplastisizer at 3lts conforming to IS 9103-1999 reaffirmed 2008, coarse and fine aggregate conforming to IS: 383, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications MORTH Specification No. 602

cum

22.3 KSRRB M600-3. Construction of Rolled Cement Concrete mix M7.5 OPC cement @180kgs, with 25mm and down size graded granite metal coarse aggregate at 0.85cum and fine aggregates @0.57cum base course with coarse and fine aggregate conforming to IS:383, aggregate cement ratio15:1 and minimum cement content of 180kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing complete as per specifications

cum

22.4 KSRRB M600- Construction of Base / sub-base of pavement with Lean Concrete flyash KSRRB M600-5. Construction of Base sub-base mix M5 OPC cement @160kgs, with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @0.32cum using cement, sand, flyash @ 0.26 and coarse aggregates proportioned as per table 4 of IRC: 74-1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 700.6.3 of IRC: 74-1979, construction joints properly formed at the end of days work, cured for 14 days, all as specified in IRC: 74-1979 and as per approved plans complete as per specifications (Fly ash content @0.26cum) MORTH Specification No. Suggestive

cum

22.5 KSRRB M600-Cement -Flyash concrete pavement KSRRB M600-6. Construction of reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC cement design mix M30 at 360 kg per cum, with 25mm and down size graded granite metal coarse aggregate at 0.69cum and fine aggregates @0.46cum with superplastisizer at 3lts conforming to IS 9103-1999 Reaffirmed 2008, coarse and fine aggregate conforming to IS: 383, replacing cement by fly ash to the extent of 15% and sand by 10%, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications MORTH Specification No. Suggestive

cum

22.6 Cement concrete pavement.Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 design mix M20/M30 , with 25mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 , mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications.

22.6.1 M30 (at 360Kg per cum coarse aggregate @ 0.69cum and fine aggregate @ 0.46cum)

cum

22.6.2 M20 (at 300Kg per cum coarse aggregate @ 0.64cum and fine aggregate @ 0.43cum)

cum

22.7 Vaccum de-watering with vaccum pump and suction mat and compaction with skin floater clubbed with floating disc including cost of generator, HOM of machinery, Screed Vibratory, Power Floater, blade and disc etc., with all lead and lift.

Sqm

22.8 Providing groove cutting for width of 5mm to 10mm and depth 80mm- 100mm including cost of cutting machine, generator & HOM of machinery, including cost of blade,coolant etc., including cleaning of groove & providing sand and hot bitumen fillars, and filler metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. 22.8.1 - do- for concrete pavement 22.8.2 - do- for asphalt pavement

Rmt. Rmt.

2700.00

5110.00

2925.00

2435.00

4536.00

4595.00 4070.00 80.00

100.00 60.00

24.TRAFFIC SIGNS, MARKINGS & OTHESR ROAD APPURTENANCES 24.1 KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Chapter 8

Sqm

48.20

No No No No No No No Sqm

2634.00 1900.00 2254.00 2801.00 2218.00 2468.00 3333.00 5018.00

Sqm

5324.00

24.2 KSRRB M800-2. Retro-Reflectorised Traffic Signs :- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 800.1.3, fixed over Aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801 24.2.1.i 24.2.2.ii 24.2.3.iii 24.2.4.iv 24.2.5.v 24.2.6.vi 24.2.7.vii 24.3

90 cm equilaterial triangle 60cm equilateral triangle 60cm circular 80mm x 60mm rectangular 60cm x 45 cm rectangular 60cm x 60 cm square 90 cm high octagon KSRRB M800-3. Direction and Place Identification Signs upto 0.9 sqm Size Board:-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 800.1.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801

24.4 KSRRB M800-4. Direction and Place Identification Signs with size more than 0.9 sqm Size Board:-Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 800.1.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801

24.5 KSRRB M800-5.1. Over head Signs:-Providing and erecting overhead Tonne signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 800.2.2 and 800.2.3 and installed as per clause 800.2.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans complete as per specifications. A. Truss and Vertical Support MORTH Specification No.802

75740.00

24.6 KSRRB M800-5.2. Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 800.2.2 and 800.2.3 and installed as per clause 800.2.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans complete as per specifications. B. Aluminimum Alloy Plate for Over Head Sign MORTH Specification No.802

Sqm

5430.00

24.7 KSRRB M800- Painting Letters KSRRB M800-6. Painting two coats on New Concrete Surface:-Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803

Sqm

55.25

Sqm Sqm cm

47.85 54.20 0.54

cm

0.33

Sqm

100.00

24.8 KSRRB M800-7. Painting:-Providing and applying two coats of ready mix paint of approved brand after through cleaning of surface to give an even shade complete as per specifications. MORTH Specification No. 803 24.8.1 Painting on Steel Surface 24.8.2 Painting on Wood Surface 24.9 KSRRBM800-9. Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (â€œi) Hindi ( Matras commas and the like not to be measured and paid for half letter shall be counted as half) â€œ MORTH Specification No. 803 24.1 KSRRB M800-10. Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (â€œii) English and Roman Hyphen and the like not to be measured and paid for â€œ MORTH Specification No.801 24.11 KSRRB M800-11.1.Painting lines, dashes, arrows etc.,on Roads in two coats on New Work:-Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control complete as per specifications. i) Over 10 cm in width. MORTH Specification No. 803

24.12 KSRRB M800-11.2. Painting lines, dashes, arrows etc.,on Roads in two coats on New Work:-Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control complete as per specifications.ii) Upto 10 cm in width MORTH Specification No. 803

Sqm

91.20

24.13 KSRRB M800-12.1.Painting lines, dashes, arrows etc.,on Roads in two coats on Old Work:-Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control complete as per specifications. i) Over 10 cm in width MORTH Specification No. 803

Sqm

80.60

24.14 KSRRB M800-12.2 -do- ii) Upto 10 cm in width MORTH Specification No. 803 24.15 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803

Sqm

70.75

Sqm

417.00

24.16 KSRRB 800- Kilometre stone KSRRB M800-14.1. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:81980, fixing in position including painting and printing etc complete as per specifications. i) 5th kilometre stone ( precast) including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804

Nos

2538.00

24.17 KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications. ii) Ordinary kilometre stone ( precast ) including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804

Nos

1590.00

24.18 KSRRB M800-14.3. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications. iii) Hectometre stone ( precast) including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804

Nos

370.00

24.19 KSRRB M800-15. Road Delineators:-Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings complete as per specifications.MORTH Specification No. 805

Nos

351.00

Nos

314.00

24.21 KSRRB M800- Fencing/ Railing KSRRB M800-17. G.I. Barbed Wire Fencing 1.2 Metre High-Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 800.7 as per specifications. MORTH Specification No. 807

M

181.00

24.22 KSRRB M800-18. G.I. Barbed Wire Fencing 1.8 Metre High:- Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M-15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 800.7 as per specifications. MORTH Specification No. 807

M

309.00

24.23 KSRRB M800-19. Fencing with Welded Steel Wire Fabric 75mm x 50mm:-Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects as per specifications. MORTH Specification No.Suggestive

M

497.00

24.2 KSRRB M800-16. Boundry Pillar:- Reinforced cement concrete M-15 grade boundry pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting complete as per specifications.MORTH Specification No. 806

24.24 KSRRB M800-20.Tubular Steel Railing on Medium Weight Steel Channel (ISMC Series) 100 mm x 50mm:-Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings as per specifications. MORTH Specification No. 808

M

895.00

24.25 KSRRB M800-21.Tubular Steel Railing on Precast RCC Posts, 1.2m High Above Ground Level:-Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 Grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing as per specifications. MORTH Specification No. 808

M

671.00

24.26 KSRRB M800- Crash Barrier KSRRB M800-22.Reinforced Cement Concrete Crash Barrier:- Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW / NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified complete as per specifications. MORTH Specification No. 809

M

2857.00

24.27 KSRRB M800-23.1. Metal Beam Crash Barrier:-Providing and erecting a â€œWâ€•metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 800.10 complete as per specifications. A. Type A, â€œWâ€•MORTH Specification No. 810

M

1879.00

24.28 KSRRB M800-23.2. Metal Beam Crash Barrier:-Providing and erecting a â€œThrieâ€•metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 800.10 complete as per specifications. B. Type - B, â€œTHRIEâ€•MORTH Specification No. 810

M

2974.00

24.29 KSRRB M800-24. Flexible Crash Barrier, Wire Rope Safety Barrier:Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M-15 Grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 45Âº inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete complete as per specifications. MORTH Specification No. Suggestive

M

1898.00

24.3 KSRRB M800- Anti-Glare devices in Median KSRRB M800-26.2. Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings complete as per specifications. B. Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vanes MORTH Specification No. Suggestive

Each

5408.00

24.31 KSRRB M800-26.3. Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 45Âº to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings complete as per specifications.C. Anti-glare screen with rectangular vane MS sheet. MORTH Specification No. Suggestive

M

678.00

24.32 KSRRB M800 - Street lighting KSRRB M800-27. Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation complete as per specifications. MORTH Specification No. Suggestive

Each

11370.00

24.33 KSRRB M800-28. Lighting on Bridges :- Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp complete as per specifications 24.34 KSRRB M800- Cable Duct Across the road KSRRB M800-29.1. Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings complete as per specifications. Case - I : Single row for one utility service

Each

7660.00

M

1256.00

24.35 KSRRB M800-29.2. Cable Duct Across the road KSRRB M800-29.1. Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings complete as per specifications. Case - II : Double row for two utility services

M

2332.00

24.36 KSRRB M800-29.3.Cable Duct Across the road KSRRB M800-29.1. Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings complete as per specifications. Case-III :Triple row for three utility services.

M

3423.00

24.37 KSRRB M800-Gantry mounted variable message sign board KSRRB Tonne M800-33.1. Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 800.2.3 complete as perspecifications. i) Gantry Support System

73323.00

24.38 KSRRB M800-34Traffic input attenuators at abutments and piers KSRRB M800-34.1. Providing and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings complete as per specifications

Sqm

1420.00

24.39 KSRRB M800-34.2. Providing and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings complete as per specifications. B. Using Plastic / steel Barrel, Filled with Sand 24.4 KSRRB M800-34.3. Providing and installing a patentend HI - DRO cell system as a traffic impact attenuators, using plastic tubes 50 cm dia, 1.2 m in height, 25 mm opening at the top, placed in three rows, filled with water and tied with a 20 mm steel wire rope complete as per specifications. (In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a pre-determined time, thus absorbing the energy) C. With HI - DRO Cell Sandwich (Patented)

Sqm

867.00

Sqm

800.00

24.41 KSRRB M800 Road markers / Road stud KSRRB M800-35. Providing and fixing of road stud 100x 100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS: 873 part 4:1973 complete as per specifications

Nos

287.00

24.42 KSRRB M800- Traffic cone KSRRB M800-36. Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS: 873 complete as per specifications

Nos

518.00

24.43 KSRRB M800- policeman umbrella KSRRB M800-39. Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of paint complete as per specifications

Nos

2350.00

24.44 KSRRB M800-Portable barricade in construction zone KSRRB M800-43. Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a â€Ãâ€™ frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 45Âº, â€Ãâ€™ frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 complete as per specifications.

Each

2499.00

24.45 KSRRB M800-Permanent type barricade in construction zone KSRRB M800-44.1. Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of 45Âº, complete as per IRC:SP:55-2001 complete as per specifications . A. With steel components

Each

3490.00

24.46 KSRRB M800-44.2. Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white strips, 150 mm in width at an angle of 45Âº, complete as per IRC:SP:55-2001 complete as per specifications. B. With Wooden components

Each

4944.00

24.47 KSRRB M800-44.3. Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips complete as per specifications. C. With bricks

Each

10915.00

24.48 KSRRB M800-Drum delineator in construction zone KSRRB M800-45. Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55- 2001 complete as per specifications.

Each

366.00

24.49 KSRRB M800-Flagman KSRRB M800-46. Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic complete as per specifications 24.5 Supplying and fixing in position new guard stones of granite/trap/sand stone/shahabad roughly dressed, of size 700mm x 200mm x 200mm including excavation, painting with white and black paint 15cm wide strip alternatively etc., complete.

Each

261.00

Each

122.00

24.51 Removing and verifying guard stones/KM stones/ boundary stones, in a complete manner embedded in earth excluding painting.

Each

22.52

25.BRIDGES - PILE FOUNDATION 25.1 KSRRB 1100- Bored / Cast-in-situ R.C.C. piles KSRRB 1100-1. Bored / Castin-situ R.C.C. 1000mm dia. piles with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 excluding reinforcement as per drawings including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 12 25.1.1 KSRRB 1100- Bored / Cast-in-situ R.C.C. piles KSRRB 1100-1. Bored / Castin-situ R.C.C. 1000mm dia. piles with OPC cement design mix M30 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 excluding reinforcement as per drawings including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 12 25.1.2 KSRRB 1100- Bored / Cast-in-situ R.C.C. piles KSRRB 1100-1. Bored / Castin-situ R.C.C. 1000mm dia. piles with OPC cement design mix M35 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 excluding reinforcement as per drawings including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 12 25.2 KSRRB 1100-2. Driving cast-in-place vertical R.C.C. 500mm dia. piles with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008 excluding reinforcement as per drawings including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 12

M

M

M

M

25.2.1 KSRRB 1100-2. Driving cast-in-place vertical R.C.C. 500mm dia. piles with OPC cement design mix M30 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008 excluding reinforcement as per drawings including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 12

M

25.2.2 KSRRB 1100-2. Driving cast-in-place vertical R.C.C. 500mm dia. piles with OPC cement design mix M35 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008 excluding reinforcement as per drawings including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 12

M

25.3 KSRRB M1100-3.1. Bored cast-in-situ R.C.C. Pile with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m complete as per specifications. A. Pile diametre =750 mm MORTH Specification No.1100 & 1700

M

25.4 KSRRB M1100-3.2. Bored cast-in-situ R.C.C. Pile with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m complete as per specifications. B. Pile diametre = 1000 mm MORTH Specification No.1100, 1600 & 1700

M

25.5 KSRRB M1100.3.3. Bored cast-in-situ R.C.C. Pile with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m complete as per specifications.- C. Pile diametre = 1200 mm MORTH Specification No.1100 & 1700

M

25.6 KSRRB M1100 Driven cast-in-place R.C.C. Pile KSRRB M1100-4.1. Driven cast-in-place vertical R.C.C. Pile with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and & Technical Specification complete as per specifications. Pile diametre = 750 mm MORTH Specification No.1100 & 1700

M

25.7 KSRRB M1100-4.2. Driven cast-in-place vertical R.C.C. Pile with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and & Technical Specification complete as per specifications. Pile diametre = 1000 mm MORTH Specification No.1100 & 1700

M

25.8 KSRRB M1100-4.3. Driven cast-in-place vertical R.C.C. Pile with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and & Technical Specification complete as per specifications. Pile diametre = 1200 mm MORTH Specification No.1100 & 1700

M

25.9 KSRRB M1100-4.4. Driven precast vertical R.C.C. Piles with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and & Technical Specification complete as per specifications.Pile diametre = 500 mm MORTH Specification No. 1100 & 1700

M

25.1 KSRRB M1100-4.5. Driven precast vertical R.C.C. Piles with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and & Technical Specification complete as per specifications- Pile diametre = 750 mm MORTH Specification No. 1100 & 1700

M

25.11 KSRRB M1100-4.6. Driven precast vertical R.C.C. Piles with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and & Technical Specification complete as per specifications Pile diametre = 1000 mm MORTH Specification No.1100 & 1700

M

25.12 KSRRB M1100-4.7. Driven precast vertical R.C.C. Piles with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, excluding Reinforcement complete as per Drawing and & Technical Specification complete as per specifications. Size of pile = 300 mm x 300 mm MORTH Specification No.1100 & 1700

M


M


M

25.15 KSRRB M1100-5. Driven Vertical Steel Piles as per Drawing and & Technical Specification complete as per specifications. Section of the pile =H Section steel column 400 x 250 mm (ISHB Series) MORTH Specification No.1100 & 1900 25.16 KSRRB M1100-6. Driven Vertical Steel Piles as per Drawing and & Technical Specification complete as per specifications. Section of the pile =H Section steel column 450 x 250 mm (ISHB Series) MORTH Specification No.1100 & 1900 25.18 KSRRB M1100- Pile Cap KSRRB M1100-8.1. Cement Concrete for Reinforced Concrete in Pile Cap as per Drawing and Technical Specification complete as per specifications. A. RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Case-I: Using Concrete Mixer MORTH Specification No.1100, 1500 & 1700

M

25.19 KSRRB M1100-8.2. Pile Cap KSRRB M1100-8.1. Cement Concrete for Reinforced Concrete in Pile Cap as per Drawing and Technical Specification complete as per specifications A. RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 CaseII: Using Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No.1100, 1500 & 1700 25.2 KSRRB M1100-9.1. Cement Concrete for Reinforced Concrete in Pile Cap as per Drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregtes @ 0.47cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2009. Case-I: Using Concrete Mixer MORTH Specification No.1100, 1500 & 1700 25.21 KSRRB M1100-9.2. KSRRB M1100-9.1. Cement Concrete for Reinforced Concrete in Pile Cap as per Drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregtes @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2009. Case-II: Using Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No.1100, 1500 & 1700

M

cum

cum

cum

cum

25.22 KSRRB M1100-10.1. Cement Concrete for Reinforced Concrete in Pile Cap per Drawing and Technical Specification complete as per specifications. C. RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2008. Case-I: Using Concrete Mixer MORTH Specification No.1100, 1500 & 1700

cum

25.23 KSRRB M1100-10.2. KSRRB M1100-10.1. Cement Concrete for Reinforced Concrete in Pile Cap per Drawing and Technical Specification complete as per specifications. C. RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case-II: Using Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No.1100, 1500 & 1700

cum

25.24 KSRRB M1100-11.1. Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification complete as per specifications.D. RCC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case-I: Using Concrete Mixer MORTH Specification No.1100, 1500 & 1700

cum

25.25 KSRRB M1100-11.2. -Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification complete as per specifications. D. RCC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregtes @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case-II: Using Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No.1100, 1500 & 1700

cum

25.26 KSRRB M1100-Levelling course for Pile Cap KSRRB M1100-12. Providing and laying of PCC M 15 levelling course 100 mm thick below the pile cap complete as per specifications MORTH Specification No.1100 & 1700

cum

25.27 KSRRB M1100- Supplying, Fitting and Placing un-coated HYSD bar /MS Bar Tonne KSRRB M1100-13. Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation as per Drawing and Technical Specifications complete as per specifications MORTH Specification No.1600 25.28 KSRRB M1100-14. Supplying, fitting and placing un-coated Mild steel reinforcement in foundation as per drawing and technical specification complete as per specifications MORTH Specification No.1600

Tonne

14520.00

15940.00

17250.00

5073.00

5510.00

5970.00

4467.00

7374.00

9536.00

3622.00

5826.00

8503.00

1676.00

2856.00

4776.00

1133.00

1869.00

3607.00

4869.00

5493.00

4413.00

4340.00

4572.00

4570.00

4702.00

4705.00

4887.00

4897.00

3285.00

54625.00

54815.00

26.BRIDGES - WELL FOUNDATION 26.1 KSRRB M1200- Temporary Island KSRRB M1200-1.1. Providing and No Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia Well complete as per specifications. MORTH Specification No. 1200 26.2 KSRRB M1200-1.2. Providing and Constructing Temporary Island 16 m No diameter for Construction of Well Foundation for 8m dia Well complete as per specifications. B. Assuming depth of water 4.0 m and height of island 4.5m MORTH Specification No. 1200 26.3 KSRRB M1200-1.3. Providing and Constructing Temporary Island 16 m M diameter for Construction of Well Foundation for 8m dia Well complete as per specifications. C. Providing and constructing one span service road to reach island location from one pier location to another pier locationAssuming span length 30 m, width of service road 10 m & depth of water 1 mMORTH Specification No. 1200 26.4 KSRRB M1200- Providing and Laying Cutting Edge of Mild Steel KSRRB Tonne M1200-2. Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification complete as per specifications MORTH Specification No.1200 & 1900 26.5 KSRRB M1200- Plain / Reinforced Cement Concrete KSRRB M1200-3.1. Plain cum / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. MORTH Specification No. 1200,1500 & 1700 26.5.1 KSRRB M1200-3.1 i) RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 26.5.2 KSRRB M1200-3.2 ii) RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2008 26.5.3 KSRRB M1200-3.3. iii) RCC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 26.5.4 KSRRB M1200-4.1. i) PCC design mix M15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.63cum and fine aggregates @ 0.42cum 26.5.5 KSRRB M1200-4.2. ii) PCC with OPC cement design mix M20 @ 300kgs, with 40mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregates @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 26.5.6 KSRRB M1200-4.3. iii) RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008

cum

cum

cum

cum

cum

cum

26.5.7 KSRRB M1200-4.4. iv) PCC with OPC cement design mix M25 @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2008 26.5.8 KSRRB M1200-4.5. v) RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2008 26.5.9 KSRRB M1200-4.6. vi) PCC with OPC cement design mix M30 @ 360kgs, with 40mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 26.5.10 KSRRB M1200-4.7. vii) RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 26.5.11 KSRRB M1200-4.8 viii) RCC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 26.5.12 KSRRB M1200-4.9. ix) RCC with OPC cement design mix M40 @ 420kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - Using Batching Plant, Transit Mixer and Concrete PumpMORTH Specification No.1200,1500 & 1700

cum

cum

cum

cum

cum

cum

26.6 KSRRB M1200-5.1. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe. C. Bottom Plug: i) PCC with 43 grade cement design mix M20 @ 320kgs, with 40mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case - I : Using Concrete Mixer. MORTH Specification No.1200,1500 & 1700

cum

26.7 KSRRB M1200-5.2. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe i) PCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case - II : Using Batching Plant, Transit Mixer and Crane / Concrete PumpMORTH Specification No.1200,1500 & 1700

cum

26.8 KSRRB M1200-6.1. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe ii) PCC with OPC cement design mix M25 @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2008. Case - I : Using Concrete MixerMORTH Specification No.1200,1500 & 1700

cum

26.9 KSRRB M1200-6.2. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe :PCC with OPC cement design mix M25 @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2008 Case - II : Using Batching Plant, Transit Mixer and Crane / Concrete Pump MORTH Specification No.1200,1500 & 1700

cum

26.1 KSRRB M1200-7.1. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe. iii) PCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case - I : Using Concrete MixerMORTH Specification No.1200,1500 & 1700

cum

26.11 KSRRB M1200-7.2. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe. :PCC with OPC cement design mix M30 @ 360kgs, with 40mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Case - II : Using Batching Plant, Transit Mixer and Crane / Concrete PumpMORTH Specification No.1200,1500 & 1700

cum

26.12 KSRRB M1200-8.1. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe. iv) PCC with OPC cement design mix M35 @ 390kgs, with 40mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case - I : Using Concrete MixerMORTH Specification No.1200,1500 & 1700

cum

26.13 KSRRB M1200-8.2. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe :PCC with OPC cement design mix M35 @ 390kgs, with 40mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Case - II : Using Batching Plant, Transit Mixer and Crane / Concrete PumpMORTH Specification No.1200,1500 & 1700

cum

26.14 KSRRB M1200-9.1. (i) PCC with OPC cement design mix M20 @ 320kgs, with 40mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiselling etc.MORTH Specification No.1200,1500 & 1700

cum

26.15 D. Intermediate Plug - Plain / Reinforced Cement Concrete, in Well Foundation MORTH Specification No.1200,1500 & 1700

26.15.1 KSRRB M1200-9.2. (ii) PCC with OPC cement design mix M25 @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2008 26.15.2 KSRRB M1200-9.3. (iii) PCC with OPC cement design mix M30 @ 360kgs, with 40mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 26.16 E.Top Plug KSRRB M1200-10.1. (i) i) PCC design mix M15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.63cum and fine aggregates @ 0.42cum MORTH Specification No.1200,1500 & 1700 26.17 KSRRB M1200-10.2. (ii) PCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 MORTH Specification No.1200,1500 & 1700 26.18 KSRRB M1200-10.3. (iii) PCC with OPC cement design mix M25 @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Same as item 2100-11.5. excluding formwork MORTH Specification No.1200,1500 & 1700

cum

cum

cum

cum

cum

26.19 KSRRB M1200-10.4. (iv) PCC with OPC cement design mix M30 @ 360kgs, with 40mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Same as item 2100-11.9. excluding formwork MORTH Specification No.1200,1500 & 1700

cum

26.2 "KSRRB M1200-11.1. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification F. Well cap. i) RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008.Case - I:Using Concrete Mixerâ€•MORTH Specification No.1200,1500 & 1700 26.21 "KSRRB M1200-11.2. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. i) RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Case - II : Using Batching Plant, Transit Mixer and Crane / Concrete Pumpâ€• MORTH Specification No.1200,1500 & 1700

cum

cum

26.22 KSRRB M1200-11.3. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. i) RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case - I : Using Concrete MixerMORTH Specification No.1200,1500 & 1700

cum

26.23 "KSRRB M1200-11.4. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (ii) RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008. Case - I : Using Concrete Mixerâ€• MORTH Specification No.1200,1500 & 1700 26.24 "KSRRB M1200-11.5. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (iii) RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008. Case - I : Using Concrete Mixerâ€• MORTH Specification No.1200,1500 & 1700 26.25 "KSRRB M1200-11.6. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. :RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Case - II : Using Batching Plant, Transit Mixer and Crane / Concrete Pumpâ€• MORTH Specification No.1200,1500 & 1700

cum

26.26 "KSRRB M1200-11.7. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (iv) RCC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008. Case - I : Using Concrete Mixerâ€• MORTH Specification No.1200,1500 & 1700 26.27 "KSRRB M1200-11.8. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification:RCC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Case - II : Using Batching Plant, Transit Mixer and Crane / Concrete Pumpâ€• MORTH Specification No.1200,1500 & 1700

cum

cum

cum

cum

26.28 "KSRRB M1200-12. Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification (v) RCC with OPC cement design mix M40 @ 420kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Using Btching Plant, Transit Mixer and Concrete Pumpâ€• MORTH Specification No.1200,1500 & 1700

cum

26.29 KSRRB M1200- Sinking of well in sandy soil KSRRB M1200-13.1. Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (i) Depth below bed level upto 3.0 m. Rate of sinking = 0.50 m per hour MORTH Specification No. Section 1200

M

26.3 KSRRB M1200-13.2. Sinking of well in sandy soil KSRRB M1200-13.1. Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. ii) Beyond 3 m upto 10 m depth, Rate of sinking = 0.33 m per hour MORTH Specification No. Section 1200

M

26.34 KSRRB M1200-14.1. Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. A. Sandy Soil, Diameter of well = 7 m. i) Depth below bed level upto 3.0 m, Rate of sinking = 0.30 m per hour. MORTH Specification No. Section 1200

M

26.35 KSRRB M1200-14.2. Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. A. Sandy Soil, Diameter of well = 7 m. (ii) Beyond 3 m upto 10 m depth. Rate of sinking = 0.22 m per hour MORTH Specification No. Section 1200

M

26.39 KSRRB M1200-15.1. Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (i) Depth below bed level upto 3.0 m. Rate of sinking at 0.25 m per hour MORTH Specification No. Section 1200

M

26.4 KSRRB M1200-15.2.Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (ii) Beyond 3 m upto 10 m depth. Rate of sinking at 0.20 m per hour MORTH Specification No. Section 1200

M

26.44 KSRRB M1200-16.1. Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications (i) Depth below bed level upto 3.0 m. Rate of sinking at 0.25 m per hour MORTH Specification No. Section 1200

M

26.45 KSRRB M1200-16.2. Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications (ii) Beyond 3 m upto 10 m depth. Rate of sinking = 0.18 m per hour MORTH Specification No. Section 1200

M

26.49 KSRRB M1200-17.1. Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. MORTH Specification No. Section 1200 26.49.1.i Depth below bed level upto 3.0 m. Rate of sinking = 0.20 m / hour 26.49.2.ii Beyond 3 m upto 10 m depth. Rate of sinking = 0.17 m/ hour 26.53 KSRRB M1200-18.1. Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. i) Depth below bed level upto 3.0 m, Rate of sinking = 0.15 m per hour MORTH Specification No. Section 1200

M M M

26.54 KSRRB M1200-18.2. Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (ii) Beyond 3 m upto 10 m depth. Rate of sinking at 0.13 m per hour. MORTH Specification No. Section 1200

M

26.58 KSRRB M1200-19.1. Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. i) Depth below bed level upto 3.0 m, Rate of sinking at 0.05 m/ hour MORTH Specification No. Section 1200

M

26.59 KSRRB M1200-19.2. Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (ii) Beyond 3 m upto 10 m depth. Rate of sinking at 0.038 m/hour MORTH Specification No. Section 1200

M

26.63 KSRRB M1200-20.1. Sinking of Twin D Type well ( other than pneumatic method of sinking ) through all types of strata namely, sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Overall length = 12 m, Overall width = 6 m. (i) Depth from bed level upto 3.0 m, Rate of sinking at 0.18 m/ hour MORTH Specification No. 1200

M

26.64 KSRRB M1200-20.2. Sinking of Twin D Type well ( other than pneumatic method of sinking ) through all types of strata namely, sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Overall length = 12 m, Overall width = 6 m. (ii) Beyond 3 m upto 10 m depth: Rate of sinking at 0.17 m/hour MORTH Specification No. 1200

M

26.68 KSRRB M1200-21.1. Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications MORTH Specification No.Section 1200 (i) Depth below bed level upto 3.00m, rate of sinking at 0.33m per hour

M

26.69 KSRRB M1200-21.2. Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications MORTH Specification No.Section 1200 (ii) Beyond 3 m upto 10 m depth. Rate of sinking = 0.17 m per hour MORTH Specification No.Section 1200

M

26.73 KSRRB M1200-22.1. Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (i) Depth below bed level upto 3.0 m. Rate of sinking = 0.22 m per hour MORTH Specification No. Section 1200

M

26.74 KSRRB M1200-22.2. Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (ii) Beyond 3 m upto 10 m depth. Rate of sinking = 0.17 m per hour MORTH Specification No. Section 1200

M

26.78 KSRRB M1200-23.1. Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (i) Depth from bed level upto 3.0 m. Rate of sinking = 0.18 m/ hour MORTH Specification No. Section 1200

M

26.79 KSRRB M1200-23.2. Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (ii) Beyond 3 m upto 10 m depth. Rate of sinking = 0.17 m/ hour MORTH Specification No. Section 1200

M

26.83 KSRRB M1200-24.1. Sinking of 9 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (i) Depth below bed level upto 3.0 m. Rate of sinking = 0.17 m per hour MORTH Specification No. Section 1200

M


M

26.88 KSRRB M1200-25.1. Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (i) Depth below bed level upto 3.0 m, Rate of sinking = 0.18 m/ hour MORTH Specification No. Section 1200

M


M

26.93 KSRRB M1200-26.1. Sinking of 11 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. i) Depth from bed level upto 3.0 m. Rate of sinking = 0.10 m / hour MORTH Specification No. Section 1200

M

26.94 KSRRB M1200-26.2.Sinking of 11 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (ii) Beyond 3 m upto 10 m depth. Rate of sinking = 0.08 m/ hour MORTH Specification No. Section 1200

M

26.98 KSRRB M1200-27.1. Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. i) Depth below bed level upto 3.0 m, Rate of sinking = 0.04 m / hour MORTH Specification No. Section 1200

M

26.99 KSRRB M1200-27.2. Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. (ii) Beyond 3 m upto 10 m depth, Rate of sinking = 0.03 m/ hour MORTH Specification No. Section 1200

M

26.103 KSRRB M1200-28.1. Sinking of Twin D Type Well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. i) Depth below bed level upto 3.0 m , Rate of sinking = 0.16 m / hour MORTH Specification No. Section 1200

M

26.104 KSRRB M1200-28.2.Sinking of Twin D Type Well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications (ii) Beyond 3 m upto 10 m depth, Rate of sinking = 0.15 m/ hour MORTH Specification No. Section 1200

M

26.107 KSRRB M1200.29. Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in soft rock strata upto 3 m. Rate of sinking = 0.25 m per hour MORTH Specification No. Section 1200

M

26.108 KSRRB M1200.30. Sinking of 7 m external diameter well (other than pneumatic methodof sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in soft rock strata upto 3 m. Rate of sinking = 0.22 m per hour MORTH Specification No. Section 1200

M

26.109 KSRRB M1200.31. Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in soft rock strata upto 3 m. Rate of sinking = 0.22 m per hour MORTH Specification No. Section 1200

M

26.11 KSRRB M1200.32. Sinking of 9m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in soft rock strata upto 3 m. Rate of sinking = 0.15 m per hour MORTH Specification No. Section 1200

M

26.111 KSRRB M1200.33. Sinking of 10m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in soft rock strata upto 3 m. Rate of sinking = 0.14 m/ hour MORTH Specification No. Section 1200

M

26.112 KSRRB M1200.34. Sinking of 11m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in soft rock strata upto 3 m. Rate of sinking = 0.06 m / hour MORTH Specification No. Section 1200

M

26.113 KSRRB M1200.35. Sinking of 12m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in soft rock strata upto 3 m. Rate of sinking = 0.025 m / hour MORTH Specification No. Section 1200

M

26.114 KSRRB M1200.36. Sinking of Twin D Type Well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in soft rock strata upto 3 m. Rate of sinking = 0.12 m / hour MORTH Specification No. Section 1200

M

26.115 KSRRB M1200- Hard Rock KSRRB M1200.37. Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in hard rock strata upto 3 m. Rate of sinking = 0.17 m per hour MORTH Specification No. Section 1200

M

26.116 KSRRB M1200.38. Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in hard rock strata upto 3 m. Rate of sinking = 0.17 m per hour MORTH Specification No. Section 1200

M


M


M


M

26.12 KSRRB M1200.42. Sinking of 11 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in hard rock strata upto 3 m. Rate of sinking = 0.05 m/hour MORTH Specification No. Section 1200

M

26.121 KSRRB M1200.43. Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in hard rock strata upto 3 m. Rate of sinking = 0.020 m/hour MORTH Specification No. Section 1200

M

26.122 KSRRB M1200.44. Sinking of Twin D Type Well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level complete as per specifications. Depth in hard rock strata upto 3 m. Rate of sinking = 0.10 m/hour MORTH Specification No. Section 1200

M

26.123 KSRRB M1200-45. Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing platforms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest and medical examinations and compliance with safety precautions as per IS:4138, all as per clause 1200.7.6 of MORTH Specifications. MORTH Specification No. Section 1200

cum

26.124 KSRRB M1200-46. Sand filling in wells complete as per drawing and technical cum specifications MORTH Specification No.1207 26.125 KSRRB M1200-47. Providing steel liner 10 mm thick for curbs and 6 mm thick Tonne for seining of wells including fabricating and setting out as per detailed drawing complete as per specifications MORTH Specification No.1200 & 1900 26.126 KSRRB M1200-Reinforced cement concrete for well curb KSRRB M1200M 48.1. Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb lying machine, founation concrete laid manually, all complete as per Clause 400.8 complete as per spcifications. A. Using Concrete Mixer MORTH Specification No.408 26.127 KSRRB M1200-48.2. Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb lying machine, foundation concrete laid manually, all complete as per Clause 400.8 complete as per spcifications. B. Using Concrete Batching and Mixing Plant MORTH Specification No.408

M

26.128 KSRRB M1200-49.1. Cast-in-Situ Cement Concrete M 20 Kerb with Channel. Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M10 grade foundation 150 mm thick, kerb channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 400.8 complete as per specifications. A. Using Concrete Mixer MORTH Specification No.408

M

26.129 KSRRB M1200-49.2. Cast-in-Situ Cement Concrete M 20 Kerb with Channel. Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 400.8 complete as per specifications. B. Using Concrete Batching and Mixing Plant MORTH Specification No.408

M

26.13 Providing and fixing 3m long 25mm dia TMT dowel bars 1.5m inserted in 50mm dia holes drilled in hard rock and grouting in CM 1:1 including necessary bending, hooking, cutting and handling charges complete, including the cost of steel. (MORTH clause 1200). 26.130.1 26.130.2 26.130.3 26.130.4

-do- below LWL in open foundation upto 3m. -do- below LWL in open foundation beyond 3m. -do- for well foundation below LWL upto 3m. -do- for well foundation below LWL beyond 3m.

Each Each Each Each

76890.00

540990.00

2536.00

63260.00

5280.00

5475.00

5848.00

3800.00

4575.00

4872.00

5004.00

5050.00

5137.00

5183.00

5393.00

5359.00

4510.00

4183.00

4918.00

4597.00

5598.00

4722.00

5825.00

4922.00

4310.00

4700.00

4700.00

5598.00

3454.00

4194.00

4584.00

4705.00

5228.00

4380.00

4617.00

4551.00

4911.00

4654.00

5074.00

4851.00

5025.00

1333.00

1810.00

1883.00

2433.00

2288.00

2776.00

2351.00

3046.00

2703.00 3249.00 5893.00

5612.00

12710.00

14890.00

2848.00

3103.00

1810.00

4238.00

2433.00

4236.00

2974.00

4566.00

3172.00

4910.00

3730.00

5120.00

6160.00

10760.00

14770.00

25060.00

3442.00

5656.00

8392.00

6312.00

7050.00

8160.00

8960.00

19880.00

44000.00

9787.00

8214.00

10404.00

10814.00

12400.00

13460.00

29630.00

63520.00

14080.00

50790.00

1436.00 57810.00

290.00

237.00

531.00

452.00

1087.00 1196.00 1526.00 1966.00

27.BRIDGES - OPEN FOUNDATIONS 27.1 KSRRB M2100- Excavation in Ordinary Soil KSRRB M2100-1.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications I. Ordinary soil - A . Manual Means (i) Depth upto 3m MORTH Specification No. 304

cum

80.05

27.2 KSRRB M2100-1.2.Excavation in Ordinary Soil KSRRB M2100-1.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications I. Ordinary soil - A . Manual Means .ii) 3 m to 6 m depth MORTH Specification No. 304

cum

103.00

27.3 KSRRB M2100-1.3.Excavation in Ordinary Soil KSRRB M2100-1.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications I. Ordinary soil - A . Manual Means (iii ) Above 6 m depth MORTH Specification No. 304

cum

137.00

27.4 â€œKSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 mâ€•MORTH Specification No. 304

cum

37.85

27.5 â€œKSRRB M2100-2.2.Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (ii ) Depth 3 m to 6 mâ€• MORTH Specification No. 304

cum

43.25

27.6 â€œKSRRB M2100-2.3.Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 mâ€• MORTH Specification No. 304 B.Mechanical Means (iii ) Depth above 6 m MORTH Specification No. 304

cum

53.00

27.7 KSRRB M2100- Excavation in Ordinary Rock with blasting KSRRB M2100-3.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. â€œII . Ordinary rock - (not requiring blasting) A. Manual Means. Depth upto 3 m MORTH Specification No. 304

cum

114.00

27.8 â€œKSRRB M2100-3.2. Excavation in Ordinary Rock with blasting KSRRB M2100-3.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. (ii) Ordinary rock (not requiring blastsing) â€œ B. Mechanical Means Depth upto 3m MORTH Specification No. 304

cum

47.95

27.9 KSRRB M2100 Excavation in Hard Rock with Blasting KSRRB M2100-4.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. â€œIII. Hard rock - (requiring blasting) A. Manual Means MORTH Specification No. 304

cum

293.00

27.1 KSRRB M2100 Excavation in Hard Rock without Blasting KSRRB M2100-4.2. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. â€œIII. Hard rock - (blasting prohibited ) A. Mechanical Means MORTH Specification No. 304

cum

299.00

27.11 KSRRB M2100 Excavation in Marshy soil KSRRB 2100-5. Excavation in marshy soil upto 3m depth for foundations of structures as per drawing and technical specifications including removing the excavated stuff to a lead of 15m., including dewatering , shoring and shuttering, refilling trenches in 250mm layers, wherever necessary watering and ramming, including cost of all materials, labour complete as per specifications. MORTH Chapter 12 27.12 KSRRB M2100-5.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. â€œV. Marshy soil - A. Manual Means Upto 3 m depth MORTH Specification No. 304

cum

381.00

cum

280.00

27.13 â€œKSRRB M2100-5.2. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. â€œV. Marshy soil - B. Mechanical Means MORTH Specification No. 304

cum

79.25

27.14 KSRRB M2100 Filling the foundations KSRRB 2100-6. Filling the foundations trenches using approved sand as per drawing and technical specifications in 250mm layers, wherever necessary watering and ramming, including cost of all materials, labour complete as per specifications. MORTH Chapter 12

cum

1597.00

27.15 KSRRB M2100 Back Filling of abutments using wing wall & Returns KSRRB M2100-7. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. VI. Backfilling in Marshy Foundation Pits.â€•MORTH Specification No. 304

cum

179.00

27.16 KSRRB M2100-8. Filling Annular Space Around Footing in Rock Lean cement concrete M 10 mix. 27.17 KSRRB M2100-9. Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationMORTH Specification No. 304

cum

3800.00

cum

1436.00

27.18 KSRRB M2100 PCC 1 KSRRB M2100-10. Plain cement concrete M10 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per specifications MORTH Specification No. 2100

cum

4098.00

27.19 KSRRB M2100-11. Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications MORTH Specification No. 1300 27.2 KSRRB M2100-11.1. Brick Masonry Work in Cement Mortar 1:3 ( 1 cement : 3 sand ) in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications MORTH Specification No. 1300 27.22 "KSRRB M2100-12.1. Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications A. Square Rubble Coursed Rubbie Masonry (first sort)â€• MORTH Specification No. 1405.4

cum

4000.00

cum

4017.00

cum

2795.00

27.23 KSRRB M2100-12.2. Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. B. Random Rubble Masonry( coursed / uncoursed) MORTH Specification No. 1405.4 27.24 KSRRB M2100-13. Plain / Reinforced Cement Concrete M15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation complete as per Drawing and Technical Specifications MORTH Specification No. 1500,1700 & 2100 27.25 "KSRRB M2100-14. Plain /Reinforcement Cement Concrete M20 with OPC cement @ 300kgs, with 40mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregates @ 0.43cum, with superplastisiser @3lts confirming to IS91031999 Reaffirmed-2008, in Open Foundation complete as per Drawing and Technical Specifications "MORTH Specification No. 1500,1700 & 2100

cum

2777.00

cum

3591.00

cum

4348.00

27.26 "KSRRB M2100-15.1. â€œKSRRB M2100-14. Plain /Reinforcement Cement Concrete M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, in Open Foundation complete as per Drawing and Technical Specifications Case - I : Using Concrete Mixerâ€•MORTH Specification No. 1500,1700 & 2100

cum

4625.00

27.27 "KSRRB M2100-15.2. Plain /Reinforcement Cement Concrete M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, in Open Foundation complete as per Drawing and Technical Specifications Case - II : With Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No. 1500,1700 & 2100

cum

4276.00

27.28 KSRRB M2100-16.1. Plain / Reinforced Cement Concrete idesign mix M25 with OPC cement @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0..47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specifications D. PCC Grade M-25. Case - I : Using Concrete Mixer MORTH Specification No. 1500,1700 & 2100

cum

4743.00

27.29 KSRRB M2100-16.2. Plain / Reinforced Cement Concrete idesign mix M25 with OPC cement @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specifications Case - II With Batching Plant, Transit Mixer and Concrete PumpMORTH Specification No.1500,1700 & 2100

cum

4497.00

27.3 KSRRB M2100-17.1. Plain / Reinforced Cement Concrete idesign mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specifications Case - I : Using Concrete Mixer MORTH Specification No. 1500,1700 & 2100

cum

4787.00

27.31 KSRRB M2100-17.2. Plain / Reinforced Cement Concrete idesign mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specification Case - II : With Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No. 1500,1700 & 2100

cum

4541.00

27.32 KSRRB M2100-18.1. Plain / Reinforced Cement Concrete in Open Foundation with OPC cement design mix M30 @ 360kgs, with 40mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2010complete as per Drawing and Technical Specifications. Case - I : Using Concrete Mixer MORTH Specification No. 1500,1700 & 2100

cum

4857.00

27.33 KSRRB M2100-18.2. Plain / Reinforced Cement Concrete in Open Foundation with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 complete as per Drawing and Technical Specifications Case - II : With Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No. 1500,1700 & 2100

cum

4611.00

27.34 KSRRB M2100-19.1. Plain / Reinforced Cement Concrete in Open Foundation with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 complete as per Drawing and Technical Specifications. Case - I : Using Concrete Mixer MORTH Specification No. 1500,1700 & 2100

cum

4899.00

27.35 KSRRB M2100-19.2. Plain / Reinforced Cement Concrete in Open Foundation with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 complete as per Drawing and Technical Specifications Case - II : With Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No. 1500,1700 & 2100

cum

4654.00

27.36 KSRRB M2100-20.1. Plain / Reinforced Cement Concrete in Open Foundation with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. Case - I : Using Concrete Mixer MORTH Specification No. 1500,1700 & 2100 27.37 KSRRB M2100-20.2. Plain / Reinforced Cement Concrete in Open Foundation with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008. case II : With Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No. 1500,1700 & 2100

cum

5074.00

cum

4830.00

28.BRIDGES - SUB-STRUCTURE KSRRB M2200- Brick masonry in Substructure KSRRB M2200-1. Brick masonry work in 1:3 in sub-structure complete excluding pointing 28.1 and plastering, as per drawing and Technical Specifications complete MORTH Specification No. 1300 & 2200as per specifications

cum

7222.00

KSRRB M2200-2. Pointing with cement mortar (1:3 ) on brick work in 28.2 substructure as per Technical Specifications, complete as per specifications MORTH Specification No. 1300 & 2200

Sqm

38.45

KSRRB M2200-3. Plastering with cement mortar (1:3 ) on brick work 28.3 in sub-structure as per Technical Specifications, complete as per specifications MORTH Specification No. 1300 & 2200

Sqm

96.80

KSRRB M2200- Stone masonry in Substructure KSRRB M2200-4.1. Stone masonry work in cement mortar 1:3 for substructure complete 28.4 as per drawing and Technical Specifications complete as per specifications. A. Random Rubble Masonry (uncoursed) MORTH Specification No. 1400 & 2200

cum

2770.00

KSRRB M2200-4.2. Stone masonry in Substructure KSRRB M22004.1. Stone masonry work in cement mortar 1:3 for substructure 28.5 complete as per drawing and Technical Specifications complete as per specifications. B. Coursed rubble masonry (first sort) MORTH Specification No. 1400 & 2200

cum

2785.00

KSRRB M2200-4.3. Stone masonry in Substructure KSRRB M22004.1. Stone masonry work in cement mortar 1:3 for substructure 28.6 complete as per drawing and Technical Specifications complete as per specifications. C. Ashlar masonry ( first sort ) Plain ashlar MORTH Specification No. 1400 & 2200

cum

3425.00

cum

3798.00

cum

4598.00

cum

4961.00

KSRRB M2200- PCC/RCC KSRRB 2200 Plain / Reinforced cement concrete in sub-structure complete as per drawing and Technical 28.7 Specifications complete as per specifications MORTH Specification No.1500,1700 & 2200 Unit = cum KSRRB M2200-5.1 M15 with OPC cement @ 240kgs, with 40mm and 28.7.1 down size graded granite metal coarse aggregates @0.63cum and fine aggregates @ 0.42cum a) upto 5mtr height KSRRB M2200-5.2. Design mix M20 with OPC cement @ 300kgs, with 40mm and down size graded granite metal coarse aggregates 28.7.2 @0.64cum and fine aggregates @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, b) upto 5 m height KSRRB M2200-5.3. Design mix M25 With OPC cement @ 340kgs, with 40mm and down size graded granite metal coarse aggregates 28.7.3 @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 c) - i) Upto 5 m height

KSRRB M2200-5.4. Design mix M25 @ with OPC cement 340kgs, with 40mm and down size graded granite metal coarse aggregates 28.7.4 @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - ii) For height above 5 m and upto 10 m. KSRRB M2200-5.5. Dsign mix M25 with OPC cement @ 340kgs, with 40mm and down size graded granite metal coarse aggregates 28.7.5 @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - iii) For height above 10 m. KSRRB M2200-5.6. design mix M30 with OPC cement @ 360kgs, with 40mm and down size graded granite metal coarse aggregates 28.7.6 @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) upto 5 m height KSRRB M2200-5.7.Design mix M30 with OPC cement @ 360kgs, with 40mm and down size graded granite metal coarse aggregates 28.7.7 @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 d) PCC Grade M30 - ii) For height above 5 m and upto 10 m.

28.7.8

28.7.9

28.7.10

28.7.11

28.7.12

KSRRB M2200-5.8. Design mix M30 with OPC cement @ 360kgs, with 40mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - iii) For height above 10 m. KSRRB M2200-5.9. Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5 m height. KSRRB M2200-5.10. Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - ii) For height, upto 10m KSRRB M2200-5.11. Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - iii) For height above 10 m. KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height

cum

5141.00

cum

5367.00

cum

5082.00

cum

5268.00

cum

5511.00

cum

4824.00

cum

5021.00

cum

5219.00

cum

5018.00

KSRRB M2200-5.13. Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates 28.7.13 @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - ii)For height, upto 10m, KSRRB M2200-5.14.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates 28.7.14 @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - iii) For height, above 10m, KSRRB M2200-5.15. design mix M30 with OPC cement @ 360kgs, with 20mm and down size graded granite metal coarse aggregates 28.7.15 @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height,

cum

5183.00

cum

5429.00

cum

5139.00

cum

5283.00

cum

5489.00

cum

5350.00

cum

5471.00

cum

5646.00

PCC grade M15 with OPC cement @ 240kgs, with 40mm and down 28.7.21 size graded granite metal coarse aggregates @0.63cum and fine aggregates @ 0.42cum above 5mtr height

cum

3918.00

PCC grade design mix M20 with OPC cement @ 300kgs, with 40mm and down size graded granite metal coarse aggregates @0.64cum 28.7.22 and fine aggregates @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, above 5mtr height

cum

4651.00

KSRRB M2200-5.16. Design mix M30 with OPC cement @ 360kgs, with 20mm and down size graded granite metal coarse aggregates 28.7.16 @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 g) RCC Grade M30 - ii) For height, upto 10m,

28.7.17

28.7.18

28.7.19

28.7.20

KSRRB M2200-5.17. Design mix M30 with OPC cement @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - iii) For height, above 10m, KSRRB M2200-5.18.Design mix M35 with OPC cement @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) U pto 5m height, KSRRB M2200-5.19. Design mix M35 with OPC cement @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - ii) For height, upto 10m, KSRRB M2200-5.20. Design mix M35 with OPC cement @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - iii) For height, above 10m,

KSRRB M2200- TMT/MS Bar Reinforcement KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub28.8 structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification No.1600 & 2200

Tonne

54800.00

KSRRB M2200-7. Supplying, fitting and placing mild steel reinforcement complete in substructure as per drawing and 28.9 Technical Specifications complete as per specificationsMORTH Specification No.1600 & 2200

Tonne

54350.00

KSRRB M2200- Providing Weep Holes KSRRB M2200-8. Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through 28.1 Nos/mtr the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2706 & 2200 KSRRB M2200-8.1. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 28.11 complete as per specifications. A. Granular material MORTH Specification No. 710.1.4 of IRC:78 & 2200 KSRRB M2200-8.2. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 28.12 complete as per specifications. B. Sandy material MORTH Specification No.710.1.4 of IRC:78 & 2200

164.00

cum

398.00

cum

1510.00

KSRRB M2200- Filter Media KSRRB M2200-9. Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2. of MORTH specifications to a thickness of not less than 600 mm with 28.13 smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification complete as per specifications MORTH Specification No. 710.1.4 of IRC:78 & 2200

cum

831.00

KSRRB M2200- Bearings KSRRB M2200-10. Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2000.3 of MORTH 28.14 specifications complete including all accessories as per drawing and Technical Specifications complete as per specifications MORTH Specification No.1000, 2000 & 2200

Tonne

367.00

KSRRB M2200-11. Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2000.3 of MORTH specifications complete 28.15 including all accessories as per drawing and Technical Specifications complete as per specifications MORTH Specification No.1000, 2000 & 2200

Tonne

16.95

KSRRB M2200-12. Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical 28.16 Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2000.4 of MORTH Specifications complete as per specifications MORTH Specification No.2000 & 2200

Tonne

1150.00

KSRRB M2200-13. Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section 28.17 IX and clause 2000.5 of MORTH specifications complete including all accessories as per drawing and Technical Specifications complete as per specifications MORTH Specification No. 2000 & 2200

C.C.

0.55

KSRRB M2200-14. Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on 28.18 stainless steel plate with mild steel matrix complete including all accessories as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2000 & 2200

Tonne

1148.00

KSRRB M2200-15. Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated 28.19 structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2000.6 of MORTH Specifications complete as per drawing and approved Technical Specifications complete as per specifications MORTH Specification No.2000 & 2200

Tonne

368.00

29.BRIDGES - CONCRETE SUPERSTRUCTURE 29.1 Solid slab super structure KSRRB M2300-1.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. A. RCC - with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008. Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 29.1.1 29.1.2 29.1.3 29.2

29.2.1 29.2.2 29.2.3 29.3

29.3.1 29.3.2 29.3.3 29.4

Height upto 5 m Height 5 m to 10 m Height above 10 m T - Beams & slabs KSRRB M2300-1.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification - complete as per specifications. A. RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008. Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 Height upto 5 m Height 5 m to 10 m Height above 10 m Solid slab super structure KSRRB M2300-2.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. A. RCC with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008 Case - II : Using Batching Plant, Transit Mixer & Concrete Pump. MORTH Specification No. 1500,1600 & 1700

cum cum cum

Height upto 5 m Height 5 m to 10 m Height above 10 m â€“ T - Beams & slabs KSRRB M2300-2.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. A. RCC - with OPC cement design mix M20 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008. Case - II : Using Batching Plant, Transit Mixer & Concrete Pump. MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.4.1 Height upto 5 m 29.4.2 Height 5 m to 10 m 29.4.3 Height above 10 m -

cum cum cum

cum cum cum

29.5 Solid slab super structure KSRRB M2300-3.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700

29.5.1 29.5.2 29.5.3 29.6

Height upto 5 m Height 5 m to 10 m Height above 10 m T - Beams & slabs KSRRB M2300-3.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.6.1 29.6.2 29.6.3 29.7

Height upto 5 m Height 5 m to 10 m Height above 10 m Solid slab super structure KSRRB M2300-4.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008, Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.7.1 29.7.2 29.7.3 29.8

Height upto 5 m Height 5 m to 10 m Height above 10 m T - Beams & slabs KSRRB M2300-4.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008, Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.8.1 Height upto 5 m 29.8.2 Height 5 m to 10 m 29.8.3 Height above 10 m

cum cum cum

29.9 Solid slab super structure KSRRB M2300-5.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. C. RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 29.9.1 29.9.2 29.9.3 29.1

29.10.1 29.10.2 29.10.3 29.11

29.11.1 29.11.2 29.11.3 29.12

Height upto 5 m Height 5 m to 10 m Height above 10 m T - Beams & slabs KSRRB M2300-5.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. C. RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 Height upto 5 m Height 5 m to 10 m Height above 10 m Solid slab super structure KSRRB M2300-6.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. C. RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700

cum cum cum

Height upto 5 m Height 5 m to 10 m Height above 10 m T - Beams & slabs KSRRB M2300-6.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. C. RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700

cum cum cum


cum cum cum

cum cum cum

29.13 Solid slab super structure KSRRB M2300-7.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. D. RCC / PSC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 29.13.1 29.13.2 29.13.3 29.14

Height upto 5 m Height 5 m to 10 m Height above 10 m T - Beams & slabs KSRRB M2300-7.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. D. RCC / PSC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.14.1 29.14.2 29.14.3 29.15

Height upto 5 m Height 5 m to 10 m Height above 10 m Box girder & Balanced cantilever KSRRB M2300-7.3. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. D. RCC / PSC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.15.1 29.15.2 29.15.3 29.16

Height upto 5 m Height 5 m to 10 m Height above 10 m Solid slab super structure KSRRB M2300-8.1. Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. D. RCC / PSC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700

cum cum cum


cum cum cum

29.17 T - Beams & slabs KSRRB M2300-8.2. Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. D. RCC / PSC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700 29.17.1 29.17.2 29.17.3 29.18

Height upto 5 m Height 5 m to 10 m Height above 10 m Box girder & Balanced cantilever KSRRB M2300-8.3. Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. D. RCC / PSC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.18.1 29.18.2 29.18.3 29.19

Height upto 5 m Height 5 m to 10 m Height above 10 m Solid slab super structure KSRRB M2300-9.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. E. PSC with OPC cement design mix M40 @ 420kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700

cum cum cum

Height upto 5 m Height 5 m to 10 m Height above 10 m T - Beams & slabs KSRRB M2300-9.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. E. PSC with OPC cement design mix M40 @ 420kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 29.20.1 Height upto 5 m 29.20.2 Height 5 m to 10 m 29.20.3 Height above 10 m

cum cum cum

29.19.1 29.19.2 29.19.3 29.2

cum cum cum

29.21 Solid slab super structure KSRRB M2300-10.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. RCC with OPC cement design mix M40 @ 420kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008 Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700 29.21.1 29.21.2 29.21.3 29.22

Height upto 5 m Height 5 m to 10 m Height above 10 m T - Beams & slabs including launching of precast girder by launching truss upto 40m span KSRRB M2300-10.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. RCC with OPC cement design mix M40 @ 420kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008 Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.22.1 29.22.2 29.22.3 29.23

Height upto 5 m Height 5 m to 10 m Height above 10 m Cast-in-situ box girder, segmental construction & balanced cantilever KSRRB M2300-10.3. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. RCC with OPC cement design mix M40 @ 420kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 Case - II : Using Batching Plant, Transit Mixer & Concrete Pump MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.23.1 29.23.2 29.23.3 29.24

Height upto 5 m Height 5 m to 10 m Height above 10 m Solid slab / voided slab super -structure KSRRB M2300-11.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. F. PSC with OPC cement design mix M40 @ 420kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed2008 MORTH Specification No. 1500,1600 & 1700

cum cum cum


cum cum cum

29.25 T - Beams & slabs including launching of precast girder by launching truss upto 40m span KSRRB M2300-11.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. F. PSC with OPC cement design mix M45 @ 440kgs, with 20mm and down size graded granite metal coarse aggregates @0.66cum and fine aggregates @ 0.44 cum, with superplastisiser @4lts confirming to IS9103-1999 Reaffirmed2008 MORTH Specification No. 1500,1600 & 1700 29.25.1 29.25.2 29.25.3 29.26

Height upto 5 m Height 5 m to 10 m Height above 10 m Cast-in-situ box girder, segmental construction & balanced cantilever KSRRB M2300-11.3. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. F. PSC with OPC cement design mix M45 @ 440kgs, with 20mm and down size graded granite metal coarse aggregates @0.66cum and fine aggregates @ 0.44 cum, with superplastisiser @4lts confirming to IS9103-1999 Reaffirmed- 2008 MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.26.1 29.26.2 29.26.3 29.27

Height upto 5 m Height 5 m to 10 m Height above 10 m Cast-in-situ box girder, segmental construction & balanced cantilever KSRRB M2300-12. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. G. PSC with OPC cement design mix M50 @ 450kgs, with 20mm and down size graded granite metal coarse aggregates @0.66cum and fine aggregates @ 0.44 cum, with superplastisiser @4lts confirming to IS9103-1999 Reaffirmed- 2008 MORTH Specification No. 1500,1600 & 1700

cum cum cum

29.27.1 29.27.2 29.27.3 29.28

Height upto 5 m Height 5 m to 10 m Height above 10 m Cast-in-situ box girder, segmental construction & balanced cantilever KSRRB M2300-13. Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. H. PSC with OPC cement design mix M55 @ 450kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @4lts confirming to IS9103-1999 Reaffirmed-2008 MORTH Specification No. 1500,1600 & 1700

cum cum cum


cum cum cum

29.29 KSRRB M2300 - TMT bar reinforcement KSRRB M2300-14. Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications complete as per specifications MORTH Specification No. 1600 29.3 KSRRB M2300 - High tensile wires KSRRB M2300-15. High tensile steel wires / strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No. 1800

Tonne

29.31 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008 including reinforcement complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No. 2702

cum

Tonne

5280.00 5485.00 5689.00

5275.00 5400.00 5600.00

4996.00 5188.00 5380.00

5188.00 5380.00 5573.00

5477.00 5690.00 5902.00

5690.00 5902.00 6114.00

5192.00 5393.00 5593.00

5393.00 5593.00 5794.00

5639.00 5858.00 6077.00

5858.00 6077.00 6296.00

5338.00 5544.00 5751.00

5545.00 5741.00 5957.00

5775.00 6004.00 6232.00

6004.00 6232.00 6461.00

6690.00 7147.00 7604.00

5480.00 5696.00 5912.00

5696.00 5912.00 6128.00

6344.00 6776.00 7208.00

6521.00 6248.00 6465.00

6248.00 6465.00 6681.00

5707.00 5922.00 6146.00

5922.00 6146.00 6369.00

6592.00 7039.00 7486.00

5610.00 5833.00 6056.00

6118.00 6348.00 6578.00

6808.00 7268.00 7727.00

6857.00 7324.00 7791.00

6902.00 7372.00 7843.00

55500.00

160590.00

9097.00

30.BRIDGES - RIVER TRAINING WORKS AND PROTECTION WORKS 30.1 KSRRB M2500-1.1. Providing and laying boulders apron on cum river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification No. 2503 30.2 â€œKSRRB M2500-1.2. Providing and laying of boulder cum apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each complete as per specifications. B. Boulder Apron Laid in Wire Cratesâ€•MORTH Specification No. 2503

652.00

945.00

30.3 KSRRB M2500-Cement concrete blocks KSRRB M2500-2. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M- 15 grade cement concrete with a minimum cement content of 240 kg / cum as per IRC: 21-2000 complete as per specifications MORTH Specification No. 2503 30.4 KSRRB M2500- Pitching KSRRB M2500-3. Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH Specification No. 2504 30.5 KSRRB M2500-4.1. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone / Boulder MORTH Specification No. 2504

cum

4131.00

cum

933.00

cum

652.00

30.6 KSRRB M2500-4.2. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications B. Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M-15. MORTH Specification No. 2504

cum

4131.00

30.7 KSRRB M2500-Flooring with Rubble Stone KSRRB M25005.1. Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding complete as per specifications. A. Rubble stone laid in cement mortar 1:3 MORTH Specification No. 2505

cum

2979.00

30.8 â€œKSRRB M2500-5.2. Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding complete as per specifications. B. Cement Concrete Blocks Grade M-15" MORTH Specification No. 2505

cum

4554.00

30.9 KSRRB M2500-6. Dry rubble flooring Construction of dry rubble flooring at cross drainage works for relatively less important works complete as per specifications MORTH Specification No. 2506 30.1 KSRRB M2500- Geotextile filter KSRRB M2500-7. Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching / cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching complete as per specifications MORTH Specification No. 700 & 2504

cum

868.00

Sqm

118.00

30.12 KSRRB M2500- Curtain Wall KSRRB M2500-9.Curtain wall complete as per drawing and Technical Specifications. A. Stone masonry in cement mortar (1:3) MORTH Specification No. 2507.2 30.13 KSRRB M2500-10.Curtain wall complete as per drawing and Technical Specifications. B. Cement Concrete Grade M-15 MORTH Specification No. 2507.2

cum

2795.00

cum

4035.00

30.14 KSRRB M2500- Flexible Apron KSRRB M2500-11. Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall complete as per specifications MORTH Specification No. 2507.2 30.15 KSRRB M2500- Gabian Structure KSRRB M2500.12. Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire at 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire complete as per specifications MORTH Specification No. 2503.3

cum

694.00

cum

1422.00

30.16 KSRRB M2500-13 Gabian Structure for Erosion Control, River Training Works and Protection works Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire complete as per specifications MORTH Specification No. 2503.3

cum

2536.00

31.EXPANSION JOINTS 31.1 KSRRB M2600- Expansion Joints KSRRB M2600-1. Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2600.4 MORTH Specification No. 2604

M

1198.00

31.2 KSRRB M2600- Filler Joint KSRRB M2600-2. (i) Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification complete as per specifications MORTH Specification No. 2605 31.3 KSRRB M2600-3. (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification complete as per specifications MORTH Specification No. 2605

M

1531.00

M

147.00

31.4 KSRRB M2600-4. (iii)Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing & Technical Specification MORTH Specification No. 2605

M

192.00

31.5 KSRRB M2600-5.(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight complete as per specifications MORTH Specification No. 2605 31.6 KSRRB M2600- Asphaltic Plug Joint KSRRB M2600-6. Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/ backer rod, all as per approved drawings and specifications, complete as per specifications MORTH Specification No. 2600

M

16.35

M

852.00

31.7 KSRRB M2600- Elastomeric Slab Seal Expansion Joint KSRRB M2600-7. Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturerâ€™s instructions for installation and clause 2600.6 of MORTH specifications for road & bridge works complete as per specifications. MORTH Specification No. 2606

M

16280.00

31.8 KSRRB M2600- Compression Seal Joint KSRRB M2600-8. Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm complete as per specifications MORTH Specification No. 2600

M

18810.00

31.9 KSRRB M2600- Strip Seal Expansion Joint KSRRB M2600-9. Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturerâ€™s instructions for installation complete as per specifications MORTH Specification No. 2607

M

15520.00

31.1 KSRRB M2600- Modular Strip/ Box Seal Joint KSRRB M2600-10. Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturerâ€™s instructions for installation complete as per specifications MORTH Specification No. 2600

M

6842.00

31.11 KSRRB M2600-11 Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturerâ€™s instructions for installation. complete as per specifications. MORTH Specification No. 2600

M

8313.00

33.BRIDGES - REPAIR AND REHABILITATION 33.1 KSRRB M2800-1. Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead complete as per specifications MORTH Specification No.2809

Sqm

63.85

33.2 KSRRB M2800-2. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead complete as per specifications MORTH Specification No. 2809

Sqm

48.05

33.3 KSRRB M2800-3. Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification. MORTH Specification No.2807 33.4 KSRRB M2800-4. Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement / Epoxy complete as per specifications MORTH Specification No. 2800

Sqm

530.00

No

68.40

33.5 â€œKSRRB M2800-5.1. Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical Specification A. Cement Groutâ€•MORTH Specification No. 2806

kgs

166.00

33.6 â€œKSRRB M2800-5.2. Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical Specification . B. Cement Mortar (1:1) Groutingâ€• MORTH Specification No. 2806

kgs

162.00

33.7 KSRRB M2800-6. Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer complete as per specifications MORTH Specification No. 2800

Sqm

642.00

33.8 KSRRB M2800-7. Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2800.3.1 complete as per specifications MORTH Specification No. 2803 33.9 KSRRB M2800-8. Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification. MORTH Specification No. 2804

kgs

390.00

Sqm

419.00

33.1 KSRRB M2800-9. Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2800.7.1. sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2800.7.6 complete as per specifications MORTH Specification No. 2807

Sqm

192.00

33.11 KSRRB M2800-10. Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete complete as per specifications MORTH Specification No. 2800 33.12 KSRRBM 2800-11. Eproxy bonding of new concrete to old concrete complete as per specifications MORTH Specification No. 2805 33.13 KSRRB M2800-12.1. Providing external prestressing with high tensile steel wires / strands for taking output of 1 MT, including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification MORTH Specification No. 2810

Sqm

540.00

Sqm

566.00

Tonne

393690.00

Tonne

288730.00

Tonne

257330.00

Nos No M

11767.00 9380.00 3074.00

M

133.00

33.14 KSRRB M2800-12.2. Providing external prestressing with high tensile steel wires /strands for taking output of 3.10 MT, including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification MORTH Specification No. 2810 33.15 KSRRB M2800-12.3. Providing external prestressing with high tensile steel wires / strands for taking output of 9.28 MT, including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification MORTH Specification No. 2810 33.16 KSRRB M2800-13. Replacement of Bearings complete as per Technical Specification complete as per specifications MORTH Specification No. 2810 33.16.1 Bearing Rocker & Roller 33.16.2 Bearing Neoprene 33.18 KSRRB M2800-15. Replacement of Expansion Joints complete as per drawings complete as per specifications 33.19 KSRRB M2800-16. Replacement of Damaged Concrete Railing complete as per specifications

33.2 KSRRB M2800-17. Replacement of Crash Barrier complete as per specifications 33.21 KSRRB M2800-18. Replacement of Damaged Mild Steel Railing complete as per specifications 33.22 KSRRB M2800-19. Repair of Crash Barrier. Repair of concrete crash barrier with cement concert of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form work complete as per specifications 33.23 KSRRB M2800-20. Repair of RCC Railing Carrying out repair of RCC M-30 railing to bring it to the original shape complete as per specifications 33.24 KSRRB M2800-21. Repair of Steel Railing to bring it to the original shape complete as per specifications

M

248.00

M

110.00

M

295.00

M

170.00

M

229.00

34.PIPE CULVERTS 34.1 KSRRB M2900- PCC 1:3:6 in Foundation KSRRB M2900-1. Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 m nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per specifications MORTH Specification No. 408 34.2 KSRRB M2900-2.1. Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets complete as per specifications. MORTH Specification No. 2900 A. 1000 mm dia

cum

3462.00

M

10026.00

34.3 KSRRB M2900-2.2. KSRRB M2900-2.1. Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets complete as per specifications. MORTH Specification No. 2900 B. 1200 mm dia MORTH Specification No. 2900

M

6576.00

34.4 KSRRB M2900-3.1. Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets complete as per specifications. MORTH Specification No. 2900 A. 1000 mm dia

M

20100.00

34.5 KSRRB M2900-3.2. KSRRB M2900-3.1. Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets complete as per specifications. MORTH Specification No. 2900 B. 1200 mm dia MORTH Specification No. 2900

M

13210.00

M

1049.00

34.6 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 34.6.1 300mm. dia

34.6.2 34.6.3 34.6.4 34.6.5 34.6.6 34.7

450mm. dia 600mm. dia 750mm. dia 900mm. dia 1200mm. dia Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300

M M M M M

1620.00 1984.00 2952.00 4871.00 6757.00

34.7.1 34.7.2 34.7.3 34.7.4 34.7.5 34.7.6 34.7.7 34.7.8

150mm dia 250mm dia 300mm dia 450mm dia 600mm dia 750mm dia 900mm dia 1200mm dia

M M M M M M M M

423.00 571.00 732.00 1191.00 1688.00 1770.00 2864.00 3823.00

35.MAINTENANCE OF ROADS 35.1 KSRRB M3000- Restoration of Rain Cuts KSRRB M3000-1. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes complete as per specifications MORTH Specification No. 3002

M

65.95

35.2 KSRRB M3000- Maintenance of Earthen Shoulder KSRRB M3000-2. Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment complete as per specifications MORTH Specification No.3003 35.3 KSRRB M3000-3. Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor complete as per specifications MORTH Specification No. 3003

Sqm

14.60

Sqm

6.70

35.4 KSRRB 3000 Filling Pot-holes and Patch Repairs with Open-Graded Premix Surfacing, 20 mm KSRRB M3000-4. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 500.3, back filling the pot holes with hot bituminous material as per clause 500.11, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 complete as per specifications MORTH Specification No. 3004.2

Sqm

123.00

35.5 KSRRB 3000 Filling Pot-holes and Patch Repairs with Bituminous Concrete, 40 mm KSRRB M3000-5. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 500.3, back filling the pot holes with hot bituminous material as per clause 500.4, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 complete as per specifications MORTH Specification No. 3004.2

Sqm

330.00

M

3.50

M

0.85

35.6 KSRRB M3000- Crack Filling KSRRB M3000-6. Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm complete as per specifications MORTH Specification No. 3004.3.3 35.7 KSRRB M3000- Dusting KSRRB M3000-7. Applying crusher dust to areas of road where bleeding of excess bitumen has occurred complete as per specifications MORTH Specification No. 3004.4

35.8 KSRRB 3000 Repair of Joint Grooves with Epoxy Mortar KSRRB M3000-8. Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete complete as per specifications. MORTH Specification No. 3005.1 35.9 KSRRB M3000- Repair of Old Joint Sealant KSRRB M3000-9. Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material complete as per specifications MORTH Specification No. 3005.2 35.1 KSRRB M3000- Hill Side Drain Clearance KSRRB M3000-10. Removal of earth from the choked hill side drain and disposing it on the valley side manually complete as per specifications MORTH Specification No. 3000 35.11 KSRRB M3000- Landslide Clearance in Soil KSRRBM 3000-11. Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as per specifications MORTH Specification No. 3000 35.12 KSRRB M3000- Landslide Clearance in Hard Rock Requiring Blasting KSRRB M3000-12. Clearing of land slide in hard rock requiring blasting for 50% of the boulders and disposal of the same on the valley side complete as per specifications MORTH Specification No. 3000

M

413.00

M

29.40

M

23.75

cum

9.80

cum

51.80

37.OTHER ITEMS 37.1 Providing erecting and removing casurinapole Barricading using poles of 7.50 to 10 cms. Dia and 1.5 height above ground fixed vertically at intervals of 2.0 to 2.5 mtrs. C/C and Horizontally at 0.50 mtrs, above ground level, including fixing poles in the ground level for minimum depth of 0.30 mtr and tied with coir rope firmly including cost and conveyance of all materials, labour, lead and lift charges and complete. 37.1.1 For two tier Barricading 37.1.2 For three tier Barricading 37.2 Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineerin - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete)

M M M

37.3 Providing chain link fencing 50mm size of 8 guage properly stretched between rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint

Sqm

37.4 Providing and fixing M.S. Block pipe of 38mm dia, of heavy guage of 14 including removing the bends, cutting the pipe, and fixing pipe in between the two verticle poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc., complete including two coats of approved quality paint over one coat of shop paint.

M

37.5 Providing barbed GI wire fencing of 12x12 gauge drawn into stone pillars or iron pillars including drawing in holes wherever necessary excluding the cost of pillars but including the cost of barbed wire and binding wire etc., complete. 37.6 Providing corrugated cement asbestos Ridge sheets set in C.M. 1:3 and pointed with C.M. 1:3. 37.7 Providing Mangalore Ridge tiles set in C.M. 1:2 and pointed with C.M. 1:2. 37.8 Fixing doors, window and ventilators in walls. 37.9 Supplying and fixing new Mangalore tiles on existing reepers 37.1 Removing and fixing old Mangalore ridge tiles including pointing with C.M. 1:3. 37.11 Repairs to roof with available corrugated zinc sheets/ A.C.sheets with new J bolts, screws and washers etc., on existing reeper and rafters.

M

M M No Sqm M Sqm

37.12 Repairing door and window frames with available wood to the required size. 37.13 Repairing and fixing shutters (panelled or glazed) to doors, windows, ventilators and cupboards. 37.14 Fixing old eve board with necessary screws and approved painting two coats. 37.15 Providing and fixing plain rolled glass 3mm thick with T.W beading of 10mm thick. 37.16 Providing and fixing 4mm thick glass panes to steel windows including T.W. beading of 10 mm thick and 2 coats of approved paints.

Sqm

37.17 Easing of shutters of door. 37.18 Easing of window shutters. 37.19 Providing and fixing M.S bars to windows and ventilators including cutting making holes in frame work with two coats of approved paints.

No No kgs

37.2 Labour charges for fixing iron bars to windows including cutting fixing and making holes in the frame work and painting two coats with approved paint etc., complete (excluding the cost of iron bars)

kgs

37.21 Repairs to cornice or coping or mortar band, 15 cm deep and 8cm projection for damaged portion. 37.22 Removing cuddappa slab flooring and stacking the material with a lead of 50 meters. 37.23 Removing and resetting Mangalore tiles and replacing broken ones wherever necessary (excluding cost of new tiles). 37.24 Cleaning glass with chemicals. 37.25 Removing and refixing existing mortar and pestle stone. 37.26 Removing by chiselling cement joints 50mm to 80mm deep in pipes upto 150mm dia. 37.27 Labour charges for fixing plain, frosted or pin headed glass panels (clear glass area) with teak wood beading. 37.28.1 -do- in slabs upto 7.50 cms thick 37.28.2 -do- in slabs upto 10 cms thick 37.29 Providing and fixing mortar and pestle stone with suitable size of pestle stone including three line dressing for top and two line dressing for the exposed faces 37.29.1 -do- 50 cms x 50 cms x 60 cms 37.29.2 -do- 40 cms x 40 cms x 40 cms 37.3 Providing wall black boards in CM 1:3 with two coats of black paint including finishing etc., complete. 37.31 Providing and fixing mortise locks heavy duty to doors. 37.32 Providing and fixing hydraulic door closures-with mounting heavy duty.

Sqm

37.33 37.34 37.35 37.36 37.36.1 37.36.2

Providing and fixing hydraulic door closures-Aluminium body. Cleaning of glazed tiles. Wall bores in Brick masonry upto 45 cm thick. Wall bores in size stone masonry -do- upto 45 cm thick. -do- upto 60 to 90cm thick.

Sqm M Sqm Sqm

Sqm Sqm Sqm Each Sqm Sqm No No

Set Set Sqm Each No No Sqm Each Each Each

37.36.3 -do- upto 90 to 120 cm thick. 37.37 Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc., in the Macadam road. 37.38 Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc., in the Asphalt surface road. 37.4 Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc., in the Cement concrete road. 37.41 Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments foundations, bailing out or pumping water during excavation and until completion etc., complete. 37.41.1 -do- 1.50 mtrs depth below LWL. 37.41.2 -do- beyond 1.50 mtrs depth upto & including 3m depth. 37.41.3 -do- beyond 3.00 mtrs depth upto & including 4.5m depth. 37.41.4 -do- beyond 4.50 mtrs depth upto & including 6.00m depth. 37.42 Dismantling Mangalore tiles roof and stacking the material within a radius of 50 meters. 37.42.1 -do- with reepers 37.42.2 -do- without reepers 37.42.3 -do- A.C. sheet roofing. 37.43 Dismantling CI or AC rain water Pipes with fittings and clamps and stacking the materials with a lead of 50 meters. 37.44 Dismantling weather proof course and removing and conveying the debris to a distance upto 200m. 37.45 Dismantling Madras terrace jack arch roof including rafters and stacking the materials with a lead upto 50m and removing the debris to a distance upto 200m. 37.46 Dismantling stone slab roofing over wooden reepers or RCC battens (dismantling reepers and battens to be paid for separately) including stacking of serviceable materials and disposal of unserviceable within 200m lead (with in average thickness of 10 cms

Each cum

37.47 Dismantling burnt brick masonry in clay mortar/lime mortar/cement mortar and stacking the bricks within a radius of 50m and removing the debris to a distance upto 200m. 37.48 Dismantling size stone masonry in clay mortar and stacking the size stone within a radius of 50m and removing the debris to a distance upto 200m. 37.49 Dismantling the tile work in floor and roof laid in cement or surki mortar including stacking the materials with in 50 m lead of tiles thickness 10mm to 25mm. 37.5 Dismantling plastering and removing the debris with a lead upto 200m.

Sqm

37.51 Dismantling cement concrete flooring or plain cement concrete work including removing and conveying the debris to distance upto 200m (within average thickness of 15 cms).

Sqm

cum

cum

cum cum cum cum

Sqm Sqm Sqm Sqm cum Sqm

Sqm

cum

Sqm

Sqm

37.52 Dismantling barbed wire or flexible wirer rope in fencing including making rolls and stacking within 50m lead. 37.53 Dismantling expanded metal or IRC fabric with weld mesh necessary battens and beading etc., including stacking the serviceable materials within 50 m lead. 37.54 Providing and fixing 12.5mm to 25 mm expanded metal work of 14 gauge with Mathi or Nandi wood patties of 50 mm x 12 mm size, including two coats approved paint etc., complete. (Including cost of screws). 37.55 Providing and fixing 12.5mm to 25 mm expanded metal work of 14 gauge with Mathi or Nandi wood patties of 50 mm x 12 mm size, including two coats approved paint etc., complete. (Including cost of screws). with weld mesh 75 mm X 25 mm 6G X 10G.

M Sqm

Sqm

Sqm

37.56 Removing and resetting of footpath slab 37.57 Removing and resetting of kerb stones 37.58 Supplying water storage tanks made of virgin polymer (LLDPE) with two layers outer Black or Blue and inner White layer of approved quality and make, conforming to I.S.I./ISO/SSI specifications.

Sqm M L

37.59 Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.

Each

37.6 Providing and fixing sign board of size 60x60cm equilateral triangle using M.S sheet 5mm thick with RCC pole of size 0.15x0.15x2.3 mtr made out of cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirupps as shown in drawing. The poles shall be embedded in the ground for a depth of 0.6mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.

Each

37.61 Providing and constructing informatory name board of size 1.75m x 1.75m with Burnt brick masonry in CM 1:6 with non-modular bricks of standard size of class designation 50 (table moulded). The foundation shall be provided with cement concrete M 7.5 for a depth of 10cms and with size stone masonry with Cement Mortar 1:6 and copping concrete with cement concrete M 10 as indicated in the drawing. The name board shall be provided with 12mm thick plaster in CM 1:6 on both the sides including rounding of corners. The name board shall be provided with painting with 2 coats of enamel paint. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.

Each

34.50 43.70 783.00

371.00

267.00

25.25

383.00 182.00 186.00 546.00 44.25 44.25

295.00 295.00 11.30 560.00 608.00

37.05 36.65 89.00

36.85

44.25 22.00 11.00 6.60 117.00 22.00 211.00 55.60 66.70

222.00 178.00 674.00 406.00 805.00 883.00 43.60 54.95 132.00 143.00

165.00 160.00

240.00

468.00

392.00 760.00 714.00 1030.00

33.00 22.00 44.00 11.00 330.00 110.00

110.00

110.00

120.00

22.00

16.50 38.50

3.30 11.00

932.00

850.00

87.95 44.00 6.00

4700.00

3400.00

6500.00

38. INNOVATIVE ITEMS 38.1 WATER PROOFING TO CONCRETE SURFACES Using Membrane Technology For Sqm raft & retaining wall Providing & applying water proofing to concrete surfaces using high quality polymer-modified bituminous compounds (confirming to ASTM D 5147) reinforced with non woven polyester fabric, weighing 180gm/ sqm granular finish 4mm thick by torch on application method confirming to the properties indicated below. It shall be provided after priming the surface using bitumen primer at 0.2 ltr /sqm. Detailed specification & Methodology 1. Membrane thickness 4mm (+ or â€“ 5%) 2. Tensile strength â€“ Longitudinal 790 N/5cm Transverse 730 N/5cm 3. Elongation of Membrane - Longitudinal 65% Transverse 69% 4. Tear Resistance - Longitudinal 180 N Transverse 190 N 5. Lap joint strength - Longitudinal 750 N/5cm Transverse 550 N/5cm 6. Puncture Resistance â€“ Static 1.4 Dynamic 1.3 7. Water absorption - < 0.15% 8. Water permeability - Nil 9. Chemical resistance â€“ Chloride, sulphate and Nitrate The area to be water proofed shall be free from loose aggregate, dust free and in dry condition. Primer must be applied to the surface and allowed to dry prior to application of membrane. The membrane shall be applied within 6 hours after application of primer. The membrane comes in a roll form shall be unrolled and placed in the correct position where it has to be torched. Each layer must over lap the next layer by min 10cm at the adjacent and 15cm at the ends. The heat application through propane gas torch shall be applied on membrane thus causing melting and subsequent adhesion in the surface. The membrane should be properly placed and torched on in staggered position. 38.2 For roof Slab & Terraces Providing & applying water proofing to roof slab, Sqm terraces, landscape area, podium etc., using modified polyurethane cures (conforming to ASTM C836-84) to give a tough elastomeric waterproof membrane on the surface. The surface shall be cleaned free from dust and other particle before usage. Standards & Methodology : This compound has a medium viscosity grade with 620% of elongation and shall be done either by roller application/brush application/ spray. This will be applied for a thickness of 1.3mm first layer 0.5mm & 2nd layer 0.8mm. After applying the 2nd layer sand sprinkle shall be done to provide mechanical key.

38.3 ISO PROOF SEALER Providing waterproof treatment to roof slab using 2 coats of Sqm acrylic co polymer elastomeric ISOPROOF sealer & protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc., The surface shall be applied with basecoat of crystallization liquid and then ISOPROOF, wetting agent and liquid (1:1:6) over the prepared surface. In addition the surface shall be provided with polysulphide/acrylic sealant to V groves, making haunch at junction of parapet and roof slab and at damaged portion using patching mortar to drain off rain water. Over this one coat of flexible cementatious membrane (FCM), Spreading 2 layers of 40 gsm non woven geotextile membrane as reinforcing material (over FCM) with one primer coat of ISOPROOF & applying second coat of ISOPROOF liquid over the primer coat - conforming to ASTM D 412 - 1992. The work shall be carried out as per the directions of the Engineer in charge. Standards & Methodology : 1. Surface Preparation The surface shall be made free from all dirt, fungus, loose particles by using wire brush. The surface shall be cleaned with solvent like xylene, Toluene, Benzene, dilute hydro chloric acid. i) Cutting of â€˜Vâ€™-Grooves : The V shaped grooves shall be cut along the location of all the visible cracks. The â€˜Vâ€™-Grooves shall be of size 5mm as directed by the Engineer in charge. 2. Primary reduction of water permeability The concentrated crystallization liquid of specific gravity 1.09 is lightly diluted and applied on the prepared surface. The sodium acetate formed during the chemical reaction penetrates inside the pores of the concrete and reacts with water to form crystals to block the pores of the concrete, there by reducing water permeability. 3. Porosity and voids reduction (Base Coat Application) Applying wetting agent consisting of acrylic monomer, co-polymer liquid and crystallization liquid as base on the prepared surface and V groove and cracks etc. 4. Application of Sealant / Patching Mortar Cracks will be sealed using suitable sealant or patching mortar. These make them ideally suited for joint Its adhesionProviding is very strong & bindsWater with the building materials 38.4 treatment. Atotic Polypropylene and laying proofing with single such layer as of Sqm 3mm thick granule finish @ 4.5kg/sqm using Atotic Polypropylene membranes (APP) with overlap of 100mm at every joints including applying bitumen emulsion priming coat over the dry surface, including scarifying the surface and removing dust and foreign materials removing debris and cleaning surface with wire brush to give even surface. The work shall be carried out as per the instructions of Engineer in charge of the work.

38.5 Admixture for concrete mix Concrete structures including water retaining kgs structures Providing admixture to concrete mix using INTEGRAL CRYSTALINE admixture. Integral Crystalline Admixture shall be added @0.8% by weight of cement to the ready mix concrete / concrete at the time of batching conforming to ASTM C1202 & DIN V 18998. Methodology : Mixing: Admixture must be added to the concrete at the time of batching at 0.8% by weight of cement. The sequence of procedures for addition will vary according to the type of batch plant operation and equipment: Addition of Admixture to RMC Transit Mixer / Concrete Mixer: Mix Admixture with water to form a very thin slurry 1 powder : 1.26 liters of water (e.g. 18 kg of powder mixed with 22.7 liters of water). Pour this material into the drum of the ready-mix truck/ concrete mixer. The aggregate, cement and water should be batched and mixed in the plant in accordance with standard practices (taking into account the quantity of water that has already been placed in the ready-mix truck). Mix for at least 5 minutes to ensure even distribution of the Admixture throughout the concrete. Addition of Admixture to the Batching Plant: Add Admix to the coarse aggregates and sand, then mix thoroughly for 2 â€“ 3 minutes before adding the cement and water. The total concrete mass should be blended using standard practices. In case of a fully automated Batching plant, the Admix shall be poured in the dry form (in the required pre-measured quantity) to the coarse aggregates and sand while the same is being fed to the batching plant through the conveyor belt. Note: It is important to obtain a homogeneous mixture of Admixture with the concrete. Therefore, do not add dry Admixture powder directly to wet concrete as this may cause clumping and thorough dispersion will not occur. STORAGE: Admixture must be stored dry at a temperature of 25 degrees. A secured covered storage space shall be provided in the close vicinity of the batching plant. 38.6 For Construction joints Providing pressure grouting for construction joints with Point cement grout mixed with plasticised expanding grout admixture at 225 grams/bag of cement conforming to BS:8110 part 1 - 1985, Section 8,9,4.6. Methodology: The admixture, cement and water shall be added in the ratio of 225 gram/bag of cement /21 ltrs of water. This shall be applied to concrete joints at a pressure of 2 to 4 kg/cm2 by using pumping equipments. The admixture shall confirm to ASTM C827 and shall have unrestrained expansion upto 4%

38.7 Water retaining Structures Providing & applying water proofing to concrete Sqm surfaces using crystalline capillary water proofing system at 1 kg per sqm for concrete surfaces (confirming to ASTM D 4060, D4541) followed by application of 2 coats of 1mm thick acrylic polymer based cementatious coating. This crystalline water proofing compound in powder form shall be mixed with water at 3:1 ratio (3 powder : 1 water) at the time of application. Methodology: The surface shall be pre damped with water. The water shall be mixed powder in the ratio of 3 powder :1water mixing thoroughly with a slow speed drill fitted at a speed RPM of 282640. The final crystalline slurry shall be applied with a soft brush bloom at average of 1 kg /sqm area. Curing shall be minimum of 48 hour by treating the surface by fog spray 3 to 4 time a day. Acrylic / Liquid polymer compound shall be mixed with water by means of using a slow speed drill mixer 500 RPM and gradually adding the powder component to the liquid avoiding lump formation and mixed for 2 to 4 minutes. The slurry shall be applied using stiff brush in 2 coats that forms 1mm thick. (0.5 mm thick each coat) Curing shall be minimum of 48 hour by treating the surface by fog spray 3 to 4 time a day. Protection layer such as plastering or concrete screen shall be applied on the water proof membrane surface. 38.8 COVING Providing and laying 12mm thick coving at the junction of slab and Rmtr. vertical offsets with CM 1:3 admixed with modified styrene butadiene rubber emulsion (confirming to BS 6319) specially designed for use as a bonding aid and gauging liquid for cementations system (5 ltrs for 50kg cement). Methodology: Modified styrene butadiene rubber emulsion shall be added to dry mix of cement mortar of 1:3 ( 5 ltrs for 1 bag of cement and 3 bags of cement) mixed thoroughly by adding water 0.35 water cement ratio and peddling for 2 minutes.

38.9 Swellable rapid expansion water proofing for construction joints in all types of concrete works / composite works Providing and water proofing treatment to construction joints of all types of concrete works using swellable rapid expansion in water. Water stop capable of expanding 215% in 120 hours, when immersed potable water Conforming to ASTM D 297 & ASTM D 6 Standard Methodology: The water stopper shall be laid as per following steps: i. Clean the surface sufficiently to receive the water stopper ii. Apply a coat of primer to the area where water stopper is to be laid placed at an application rate of 240 running meters per 3.78 Liters of primer (primer is supplied along with water stopper) iii. Using moderate hand pressure with the heel of the hand, press a continuous bead of Water Stopper firmly into the position. Make sure that the product has bonded to the primed area. iv. Peel the protective backing form the exposed side of the water stop and tightly butt the coil ends to form a continuous water stop. Do not overlap the water stop. v. Follow standard concrete pouring procedures here after. The proposed water stopper shall be used for the following situations: 1. At all the cold construction joints 2. At the junction of Horizontal Raft and vertical retaining walls 3. At the Junction of horizontal Roof slab and vertical Parapet walls 4. At all cold construction joints in Water retaining structures such as water tanks, swimming pools, water bodies on Podium, roof garden or Flower beds etc. 5. Around the Pipe penetrations, metal penetrations, any other penetrations, where there is a joint between two different surfaces â€“ one of the surfaces being Concrete. 6. Construction joints in the lift Pits

M

38.10.1 FOR CRACKS IN ROOFTOP SURFACES Providing Water proofer Capable of RMt bridging cracks upto 2mm in the Exposed Roof surface using Spray Applied Liquid Water proofer at the rate of 0.20 ltr/sqm. Primer & chemical mortar shall be applied before applying this spray liquid water proofer. The area shall be cleaned by high pressure water jet/wire bush or by mechanical means to make it free from loose particle, dust dirt etc. _do_ for crack filling Methodology : 1. The first part consisting of grouting the porous slab area with nonshrink cementatious grout (if required). 2. The second part consisting of treating the cracks and construction joints by routing-out to a minimum 20mm x 20mm groove and filling it with a crystalisation Mortar after priming with crystalisation slurry. 3. The third part consisting of making vata at the interface joint of the slab and parapet with crystalisation Mortar. 4. The fourth part consisting of sealing all joints of outlet drains pipe, etc. with crystalisation Mortar. 5. The fifth part consisting of providing and applying liquid water proofer which can be spray applied at a coverage of 0.2 lt/ sqmt â€œ to permanently fix non-soluble crystalline growth throughout the capillary tracts and pores of concrete. It is spray applied over the entire terrace concrete slab and parapet walls up to 300 mm height PRECAUTIONS TO BE TAKEN WHILE CARRYING OUT THE TREATMENT ON THE ROOF SURFACE 1] Before application of liquid water proofer the entire TERRACE slab shall be cleaned with high pressure water jet 2] During the cleaning process all the cracks and construction joints shall become visible. They should be treated as explained above. 3] Liquid water proofer shall be spray applied at a coverage rate of 0.2 lts/ sq mts. After application of when the surface is dry to touch [usually after 4-6 hrs] flood the surface with abundant water 4] 24 hrs later flood the surface with abundant water again. After 24 hrs again flood the surface with water. After the 3rd flooding treated area shall be ponded to verify the waterproofing performance.

38.10.2 FOR CRACKS IN ROOFTOP SURFACES Providing Water proofer Capable of Sqm bridging cracks upto 2mm in the Exposed Roof surface using Spray Applied Liquid Water proofer at the rate of 0.20 ltr/sqm. Primer & chemical mortar shall be applied before applying this spray liquid water proofer. The area shall be cleaned by high pressure water jet/wire bush or by mechanical means to make it free from loose particle, dust dirt etc. _do_ for applying spray Methodology : 1. The first part consisting of grouting the porous slab area with nonshrink cementatious grout (if required). 2. The second part consisting of treating the cracks and construction joints by routing-out to a minimum 20mm x 20mm groove and filling it with a crystalisation Mortar after priming with crystalisation slurry. 3. The third part consisting of making vata at the interface joint of the slab and parapet with crystalisation Mortar. 4. The fourth part consisting of sealing all joints of outlet drains pipe, etc. with crystalisation Mortar. 5. The fifth part consisting of providing and applying liquid water proofer which can be spray applied at a coverage of 0.2 lt/ sqmt â€œ to permanently fix non-soluble crystalline growth throughout the capillary tracts and pores of concrete. It is spray applied over the entire terrace concrete slab and parapet walls up to 300 mm height PRECAUTIONS TO BE TAKEN WHILE CARRYING OUT THE TREATMENT ON THE ROOF SURFACE 1] Before application of liquid water proofer the entire TERRACE slab shall be cleaned with high pressure water jet 2] During the cleaning process all the cracks and construction joints shall become visible. They should be treated as explained above. 3] Liquid water proofer shall be spray applied at a coverage rate of 0.2 lts/ sq mts. After application of when the surface is dry to touch [usually after 4-6 hrs] flood the surface with abundant water 4] 24 hrs later flood the surface with abundant water again. After 24 hrs again flood the surface with water. After the 3rd flooding treated area shall be ponded to verify the waterproofing performance. 38.11 FOR TOILETS SUNK PORTIONS Providing INTEGRAL CRYSTALINE Waterproofing Sqm treatment to the sunken portion of Toilets. Using Crystalline Slurry of approved make @ 1.4kg per SQM in two coats (0.7 kg per sqm per coat) conforming to ASTM C 1202 & DINV 18998 standards. Methodology: 1. The first part consisting of grouting the porous slab area with non-shrink cementatious grout (if required). 2. The second part consisting of treating the cracks and construction joints by routing-out to a minimum 20mm x 20mm groove and treating it with crystalisation Mortar. First it is primed with crystalisation slurry and later filled with crystalisation mortar and later again a coat of crystalisation slurry. 3. The third part consisting of making required slopes at the interface joint of the toilet slab and masonry wall with crystalisation Mortar.. 4. The fourth part consisting of sealing / packing all joints of outlet pipes, etc. with CRYSTALISATION MORTAR 5. The fifth part consisting of providing and applying In-depth Crystalline Waterproofing System @ 1.4 kgs/sqm in 2 coats to permanently fix non-soluble crystalline growth throughout the capillary tracts and pores of concrete. The Indepth Crystalline waterproofing Material shall be applied by brushing as per manufacturerâ€™s specification . on the entire toilet sunken slab and walls.

38.12 SELF CURING COMPOUND FOR CONCRETE SURFACE (WATER/ WAX BASED) Providing & applying water based (WB) / wax based low viscosity wax emulsion curing compound membrane / layer applied in the form of spray over the concrete surface. The material consists of self curing compound membrane satisfying ASTM C309-90 standard ensuring a non penetrating continuous film on the concrete surface covering an area of 4.5 to 5 sqm per ltr of curing compound and shall be applied with a distance of 45 cms after 5 hours of concreting to get the best results. This item shall be adopted wherever there is scarcity of water

L

and with prior approval of Superintending Engineer. 38.13 POLYMER BASED Providing & applying high efficiency polymer based curing L compound membrane / layer applied in the form of spray over the roof surface. The material consists of self curing compound membrane satisfying greater curing efficiency when tested to BS 7542 -1992 standard ensuring a non penetrating continuous film on the concrete surface, covering an area of 3.5 to 5 sqm per liter of curing compound and shall be applied with a distance of 45 cms after 5 hours of concreting to get the best results. The above items shall be adopted wherever there is scarcity of water and with prior approval of Superintending Engineer. 38.14 PATCHING OF POTHOLES BY COLD MIX Providing and laying bituminous cold mix Sqm of approved make (conforming to clause 519 of MORT&H Specifications and requirements) for repair of roads in adverse climate condition on the prepared surface, cleaning with broom as per specification, including laying in proper camber and grade with regular size, compaction with hand rammer including cost of cold mix, labour, lead, loading & unloading transportation, etc., complete, in all respect. Main Features / Advantages of Bituminous cold Mix â€¢ Ready for immediate use with pre-mixed aggregates (cold technology) â€¢ No heating of mixing or additions to the product before or after application â€¢ Requires simple equipments such as hand brushes, shovel and a rammer. The use of roller is not necessary â€¢ No pretreatment of repair areas is required i.e, cutting out, use of tack cost â€¢ Instant curing/setting, partly by air-drying and partly by compaction â€¢ All-weather usage product Instant repair of roads with bituminous cold mix can be made in monsoons & wet conditions, extremes of heat (60 C+) and cold conditions â€¢ Eliminates necessity of plant & machinery at site â€¢ Very fast setting as compared to other options â€¢ After repairs, the road can be immediately opened to heavy traffic reducing the traffic hold up time. â€¢ No sticking/picking up of material by vehicle tyres â€¢ Highly stable at high pavement temperatures â€¢ Highly resistant to stripping by water â€¢ Offers high skid resistance â€¢ Leads to no raveling, no bleeding, no deparession/permanent deformation â€¢ No wastage of material â€¢ Minimum unskilled labour required â€¢ Long service life of the repaired potholes â€¢ No pollution during maintenance How to use Bituminous Cold Mix â€¢ Comes in convenient ready to use packing of 50 kg net HDPE bags with inside LDPE liner â€¢ Preparation prior to repair is minimal for optimum results, remove standing water/loose debris/dust with a brush from the pothole. â€¢ Pour Bituminous Cold Mix directly from the bag into the pothole and overfill by 10mm â€¢ Where deep potholes are to be repaired, it is economical to first compact approximately

38.15.1 RBI GRADE-81 Pulverising the local soil in place, spreading with rotavator duly cum adding the specified quantity of inorganic Compound RBI Grade 81 as approved by CRRI, mixing thoroughly, sprinkling desired quantity of water, grading with motor grader and compacting with the road roller at OMC to the desired density for improving the subgrade & shoulders. (The laboratory CBR of the compacted soil shall not be less than 10) For soils having WL between 35 & 50, with 1% of inorganic Compound like RBI Grade 81 by weight of Soil. 38.15.2 RBI GRADE-81 Pulverising the local soil in place, spreading with rotavator duly cum adding the specified quantity of inorganic Compound RBI Grade 81 as approved by CRRI, mixing thoroughly, sprinkling desired quantity of water, grading with motor grader and compacting with the road roller at OMC to the desired density for improving the subgrade & shoulders. (The laboratory CBR of the compacted soil shall not be less than 10) For soils having WL more than 50, with 2% of inorganic Compound like RBI Grade 81 by weight of Soil. 38.16 Cutting the pothole to regular shape, trimming to provide firm vertical faces, cum removing all loose materials, cleaning of surface, filling with a mix of aggregates (40mm downsize) & local soil (except BC Soil) in 1:1 proportion duly adding 2 % of Inorganic compound RBI Grade 81, mixing thoroughly, compacting & finishing etc., complete in WBM layers for Pothole/Patch repairs. Methodology and Construction : Stabilization using RBI Grade 81 (the process of improving the engineering properties of a material by means of the addition of RBI Grade 81) is subject to the quality of materials available and the impact of the environment (traffic, climate, etc.) on the structural design. Stabilization with RBI Grade 81 endeavors to increase the quality of the project and reduce construction costs by improving the properties of substandard, readily available material to comply with the relevant specifications. 1. Materials Soil or Gravel Stabilizer agent, RBI Grade 81 Should be kept under cover and protected from moisture from the time of purchase to the time of use. If material has been left exposed to environmental elements, consult a RBI Grade 81 representative. It is preferable to stabilize a soil with a continuously smooth gradation curve from the maximum particle size to the smallest particle size with no excess or lack in certain particles. This will ensure better interlocking capabilities of the soil particles resulting in increased density and strength of the soil. It is recommended that the soil material have sufficient fine material (< 2.00 mm) to effectively stabilize the material with RBI Grade 81. 2. Water Water used should be free from harmful substances that may affect the setting and hardening process of the stabilizer. Water that is thought to encourage adverse reactions should be tested for compatibility with RBI Grade 81. 3. Construction procedures The stabilization of soil requires the careful programming of several operations: a. Pulverization, which may require initial scarifying b. Addition of stabilizer c. Thorough mixing of soil, stabilizer and added water d. Laying, spreading and compacting e.Curing (minimum of 7 days curing is necessary) Thus efficient planning of the side

38.17 Soilfix Chemical compound Cutting the pothole to regular shape, trimming to cum provide firm vertical faces, removing all loose materials, cleaning of surface, filling with a mix of aggregates (40mm downsize) & local soil (except BC Soil) in 1:1 proportion duly adding 0.5 % of Soilfix Chemical compound, mixing thoroughly, compacting & finishing etc., complete in WBM layers for Pothole/Patch repairs. Ref: IRC SP 20 : 2002 : RURAL ROADS MANUAL AND MORT&H SPECIFICATIONS FOR ROAD AND BRIDGE WORKS ( 4TH REVISION ) 38.18.1 CLAY HOLLOW BRICKS (Extruded) Providing and constructing thick clay hollow Sqm brick masonry in cement mortar 1:6 using horizontal perforated clay hollow brick with minimum crushing strength of 35 kg/sqcm including scaffolding, curing etc., complete as directed at all levels. _do_ of size 400 x 200 x 200mm STANDARDS Minimum Crushing Strength 35 Kg/Sqcm. U- Value 1.1 W/SqmK. Density 695 Kg /Cum. Water absorption <20 %. Reduces the energy consumption and hence help to maintain comfortable temperature inside. Natural & Green Building Product. *Ref: - IS 3952 Guidelines for use of horizontally perforated clay bricks. Construction Methodology * All concrete surfaces of beams and columns coming in contact with brick work is to be hacked. * Pre wet the bricks before construction. * Use cement mortar slurry of 1:2 on the hacked surface to create a roughened surface for proper bonding. * Use silt free (less than 5%) sieved clean sand for mortar. * Place the marker course of brick (1st course) after checking the vertical & horizontal alignment. And also mark the vertical course up to beam bottom on the column to maintain the equal mortar joints. 38.18.2 CLAY HOLLOW BRICKS (Extruded) Providing and constructing thick clay hollow Sqm brick masonry in cement mortar 1:6 using horizontal perforated clay hollow brick with minimum crushing strength of 35 kg/sqcm including scaffolding, curing etc., complete as directed at all levels. _do_ of size 400 x 200 x1 50mm STANDARDS Minimum Crushing Strength 35 Kg/Sqcm. U- Value 1.1 W/SqmK. Density 695 Kg /Cum. Water absorption <20 %. Reduces the energy consumption and hence help to maintain comfortable temperature inside. Natural & Green Building Product. *Ref: - IS 3952 Guidelines for use of horizontally perforated clay bricks. Construction Methodology * All concrete surfaces of beams and columns coming in contact with brick work is to be hacked. * Pre wet the bricks before construction. * Use cement mortar slurry of 1:2 on the hacked surface to create a roughened surface for proper bonding. * Use silt free (less than 5%) sieved clean sand for mortar. * Place the marker course of brick (1st course) after checking the vertical & horizontal alignment. And also mark the vertical course up to beam bottom on the column to maintain the equal mortar joints.

38.18.3 CLAY HOLLOW BRICKS (Extruded) Providing and constructing thick clay hollow Sqm brick masonry in cement mortar 1:6 using horizontal perforated clay hollow brick with minimum crushing strength of 35 kg/sqcm including scaffolding, curing etc., complete as directed at all levels. _do_ of size 400 x 200 x 100mm STANDARDS Minimum Crushing Strength 35 Kg/Sqcm. U- Value 1.1 W/SqmK. Density 695 Kg /Cum. Water absorption <20 %. Reduces the energy consumption and hence help to maintain comfortable temperature inside. Natural & Green Building Product. *Ref: - IS 3952 Guidelines for use of horizontally perforated clay bricks. Construction Methodology * All concrete surfaces of beams and columns coming in contact with brick work is to be hacked. * Pre wet the bricks before construction. * Use cement mortar slurry of 1:2 on the hacked surface to create a roughened surface for proper bonding. * Use silt free (less than 5%) sieved clean sand for mortar. * Place the marker course of brick (1st course) after checking the vertical & horizontal alignment. And also mark the vertical course up to beam bottom on the column to maintain the equal mortar joints. * Mix mortar in proportion of 1:6 for 200 & 150 mm thick walls and 1:4 for 100 mm thick walls using Farma box (Equal to 1 cement bag) for measuring sand and a measuring can to standardize quantum of water to get a consistent mix. Mix well for uniformity. Mix mortar in small manageable quantities and use it within Â½ an hour. â€¢ Mortar joints should be 10 to 12 mm for both vertical and horizontal joints. The joints should be neatly pointed using an Aluminum Straight edge. * Give concrete band of 1:2:4 with 8 mm steel (2 Nos.) in a 100 mm thick wall at every 1 meter height. * Adjuster course in concrete 1:2:4 should be laid two in courses below the beam and not above the top most courses. 38.19 Dry Lean Concrete (DLC) for Profile correction of existing bituminous road cum surface before carrying out White Topping Dry Lean Concrete (DLC) M-5 for Profile correction of existing bituminous road surface before carrying out White Topping Construction of dry lean cement concrete sub base layer over existing scarified (to the depth of 25 mm with miller machine includes mobilization, diesel and operating cost, includes cleaning by air blower/sand blasting/ brooming etc.) bituminous road surface with coarse and fine aggregate conforming to IS 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not less than 160 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in ready mix concrete plant or a batching plant (to ensure consistency) transported to site, laid to the depth of 40 mm - 50 mm with a fixed form paver with electric sensor, having gang mounted vibrators equally spaced with variable rpm and atleast three integral steel tubes with 8-10 tonnes vibratory rollers for screeding, levelling, compaction, finishing and curing, includes lifting/shifting charges of paver, as per specifications complete, ( cement 160kgs. coarse aggregate= 0.86 cum, Fine aggregate=0.58cum) MORTH specifications No.601.

38.20.1 Cement Concrete (PQC) White Topping / Concrete Overlay on bituminous road cum surface Construction of unreinforced plain cement concrete whitetopping, thickness as per design, over prepared DLC layer with approved Grade of Cement (as per Clause 1051.2.2), Pavement Quality Concrete with grade of M40 or more with max w/c ratio of 0.35, slump of 40mm-60mm with Compressive strength of 40 MPa & flexural strength of 4.5MPa. Concrete can be conventional cement concrete, Fibre reinforced concrete using fibres (poly propylene/polyester/polyethylene/ steel) or High performance concrete using approved mineral and chemical admixtures (as per IRC: SP: 70 and IS: 456-2000), mixed in either reputedready mix concrete plants or dedicated batching plants preferably with Pan/Twin shaft mixer with approved mix design, concrete strength not to be less than 30Mpa at 7 days, transported to site, laid to the depth as per design, laid in approved fixed side formwork (steel channel with I or box section, laying & fixing of wedges, steel plates, 16mm dia steel rod of 1000mm length as Tie rods @ 500mm c/c including levelling with the formwork as per drawing) levelled with a fixed form paver with electric sensor, having gang mounted vibrators equally spaced with variable rpm and atleast three integral steel tubes with 8-10 tonnes vibratory rollers for screeding, levelling, compaction, finishing and approved curing compound spraying in two layers, broom/texture finishing, including lifting/ shifting charges of pavers and diesel cost etc.. as per specifications completeDo- with M-20 Concrete ( Cement -300 kgs, coarse aggregate-0.64 cum, fine aggregate- 0.43 cum Water Cement ratio 0.55, )

38.20.2 Cement Concrete (PQC) White Topping / Concrete Overlay on bituminous road cum surface Construction of unreinforced plain cement concrete whitetopping, thickness as per design, over prepared DLC layer with approved Grade of Cement (as per Clause 1051.2.2), Pavement Quality Concrete with grade of M40 or more with max w/c ratio of 0.35, slump of 40mm-60mm with Compressive strength of 40 MPa & flexural strength of 4.5MPa. Concrete can be conventional cement concrete, Fibre reinforced concrete using fibres (poly propylene/polyester/polyethylene/ steel) or High performance concrete using approved mineral and chemical admixtures (as per IRC: SP: 70 and IS: 456-2000), mixed in either reputedready mix concrete plants or dedicated batching plants preferably with Pan/Twin shaft mixer with approved mix design, concrete strength not to be less than 30Mpa at 7 days, transported to site, laid to the depth as per design, laid in approved fixed side formwork (steel channel with I or box section, laying & fixing of wedges, steel plates, 16mm dia steel rod of 1000mm length as Tie rods @ 500mm c/c including levelling with the formwork as per drawing) levelled with a fixed form paver with electric sensor, having gang mounted vibrators equally spaced with variable rpm and atleast three integral steel tubes with 8-10 tonnes vibratory rollers for screeding, levelling, compaction, finishing and approved curing compound spraying in two layers, broom/texture finishing, including lifting/ shifting charges of pavers and diesel cost etc.. as per specifications complete.Do- with M-30 Concrete ( Cement -360 kgs, coarse aggregate-0.69 cum, fine aggregate- 0.46 cum water cement ratio0.45)

38.21 Providing groove cutting for width of 4mm - 6mm and 1/3rd depth of PQC Whitetopping within 8-10 hrs of placing/finishing of PQC including cost of cutting machine, generators, HOM of machinery, blades, coolant etc., including cleaning of groove and providing sand and hot bituminous or equivalent approved sealant filling etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. Cement Concrete White Topping/Concrete Overlay as per IRC: SP: 76-2008 White topping is defined as a PCC (Portland Cement Concrete) overlay constructed on the top of an existing bituminous pavement. Thus, it is a rehabilitation or structural strengthening alternative on bituminous pavement. Rutting of pavement is a real problem in a country like India, with heavy truck loads, operating under frequent start/stop conditions. It is commonly applied where rutting of bituminous pavements is a recurring problem, particularly in case of city roads. Concrete over lays offers the potential for extended service life, increased structural capacity, reduced maintenance requirements and lower lifecycle costs when compared with bituminous overlay alternative. Concrete overlays have been used on both bituminous (flexible) pavements since 1918 and existing concrete pavement since 1913. White topping is classified into three types, based on the thickness of overlay, types of interface provided i.e., degree of bonding between the underlying bituminous layers with PCC overlay & thickness of overlay. They are: i) Conventional White topping â€“ which consists of PCC overlay of thickness 200 mm or more, which is designed & constructed without consideration of any bond between existing overlay & underlying bituminous layer (without assuming any composite action). ii) Thin White topping (TWT) â€“ which has PCC overlay between 100 â€“ 200 mm. It is designed either considering bond between overlay & underlying bituminous layer or without consideration of bond. High strength concrete (M 40 or higher) is normally used flexure/ requirement. Joints at shorterand spacing of 0.6 todrainage 1.25 38.22 to Usetake of care GEO of Textiles GEO fabrics in roadare pavements subsurface works. Providing and Inserting Prefabricated Vertical Drain, core with synthetic material and wrapped with Non-woven geotextile 120GSM in very soft clay for quick consolidation. Ref: IRC SP 59 : GUIDELINES FOR USE OF GEO TEXTILES IN ROAD PAVEMENT S AND ASSOCIATED WORKS- 2002 Technical Data; -do- with 100mm width ,thickness = 4mm,mass per linear meter 90g/ m,with tensile strength =2.0 KN -do â€“with 100mm width,thickness =5.2 mm,mass per linear meter 110g/ m,with tensile strength = 2.4 KN Application Methodology; Vertical drains may be installed employing either vibratory or static methods. In either case, the drain is enclosed in a tubular steel mandrel of small cross-sectional area usually 50x125mm. A small steel anchor plate is attached to the drain at the bottom of the mandrel. The mandrel is then driven in to the soil either with a static or vibratory rig. When the design depth is reached, the mandrel is extracted. The anchor plate retains the drain in the soil. When the mandrel is fully extracted the drain is cut off a new anchor plate is installed and the process begins again. These are used in Land reclamation projects, Construction of highways ,railways ,airfields and dykes,Ports and harbor construction, Development of industrial sites ,Mitigation of liquefaction,etc..

M

M

38.23.1 Providing and Laying Needle punched and mechanically bonded Nonwoven Sqm Geotextile indigenously manufactured from high quality synthetic fibres on the prepared subgrade for separator cum filtration cum drainage application with necessary overlaps as per drawing. Technical Data : -do-with GSM 150,1.3mm thickness,Grabtensile strength 540N, Puncture strength 315N,Trapezoidal tear 230N,Apparent opening size 180 ?m, -do- 200Gsm,1.6 mm thickness,Grabtensile strength 720N,Puncture strength 400N,Trapezoidal tear 300N,Apparent opening size 150?m -do-250Gsm,1.8 mm thickness, Grabtensile strength 865N,Puncture strength 525N,Trapezoidal tear 360N,Apparent opening size 150?m -do300Gsm,1.9 mm thickness, Grabtensile strength 1010N,Puncture strength 650N,Trapezoidal tear 415N, Apparent opening size 120?m -do-400GSM,2.5 mm thickness, Grabtensile strength1325N,Puncture strength 785N,Trapezoidal tear 510N, Apparent opening size 106?m -do-500GSM,2.9 mm thickness, Grabtensile strength1570N,Puncture strength 910N,Trapezoidal tear 600N, Apparent opening size 90?m -600GSM,3.4 mm thickness, Grabtensile strength1980KN,Puncture strength 1080N, Trapezoidal tear 705N, Apparent opening size =70?m Application Methodology; These contribute to road structure strength by providing separation between the base course aggregate and underlaying, weaker soils, maintaining the structural integrity of the structure and avoiding the intermixing of the different layers. It also acts as filter around aggregate drains,it also allows water to flow into the drainage system while minimizing the passage of fine soil particle that could diminish drainage capacity. These used in application like Retaining Wall and Steep sided embankments, Embankment on soft ground, Shallow foundations,Railway tracks,Confinement ponds, reservoirs and canals. _do_ with GSM 150






38.23.7 Providing and Laying Needle punched and mechanically bonded Nonwoven Sqm Geotextile indigenously manufactured from high quality synthetic fibres on the prepared subgrade for separator cum filtration cum drainage application with necessary overlaps as per drawing. Technical Data : -do-with GSM 150,1.3mm thickness,Grabtensile strength 540N, Puncture strength 315N,Trapezoidal tear 230N,Apparent opening size 180 ?m, -do- 200Gsm,1.6 mm thickness,Grabtensile strength 720N,Puncture strength 400N,Trapezoidal tear 300N,Apparent opening size 150?m -do-250Gsm,1.8 mm thickness, Grabtensile strength 865N,Puncture strength 525N,Trapezoidal tear 360N,Apparent opening size 150?m -do300Gsm,1.9 mm thickness, Grabtensile strength 1010N,Puncture strength 650N,Trapezoidal tear 415N, Apparent opening size 120?m -do-400GSM,2.5 mm thickness, Grabtensile strength1325N,Puncture strength 785N,Trapezoidal tear 510N, Apparent opening size 106?m -do-500GSM,2.9 mm thickness, Grabtensile strength1570N,Puncture strength 910N,Trapezoidal tear 600N, Apparent opening size 90?m -600GSM,3.4 mm thickness, Grabtensile strength1980KN,Puncture strength 1080N, Trapezoidal tear 705N, Apparent opening size =70?m Application Methodology; These contribute to road structure strength by providing separation between the base course aggregate and underlaying, weaker soils, maintaining the structural integrity of the structure and avoiding the intermixing of the different layers. It also acts as filter around aggregate drains,it also allows water to flow into the drainage system while minimizing the passage of fine soil particle that could diminish drainage capacity. These used in application like Retaining Wall and Steep sided embankments, Embankment on soft ground, Shallow foundations,Railway tracks,Confinement ponds, reservoirs and canals. with GSM 600 38.24 Providing and Laying rope Gabions, indigenously manufactured from high strength rope for slope protection and erosion control for river bank and seashore protection. Exclusive of providing & filling stones. Technical Data; do - size 1M x1M x 1M, aperture 150mm x 150mm, Tensile strenth 9500Kg/m, Punching shear strenth 5200Kg -do - size 1M x1M x 2M, aperture 100mm x 100mm, Tensile strenth 14000Kg/m, Punching shear strenth 6200Kg -do-size 1M x1M x 3M, aperture 100mm x 100mm, Tensile strenth 14000Kg/m, Punching shear strenth 6200Kg, Application Methodology; Copper and polymer Gabions are rectangular or cylindrical baskets fabricated from polymer meshes and usually filled with stone and used for structural purposes such as retaining walls,revetments,slope protection,and similar applications. These are fabricated from ropes of suitable diameter into a box like form with required size and apertures. These are used in application like River bank protection, revetment, toe-walls,aprons,groynes,spurs,channel linings, sea shore protection, seawalls, Anti-erosion structures,etc. 38.24.1 _do_ copper and synthetic rope gabion of size 1mx1mx1m, aperture 100mm x 100mm 38.24.2 _do_ copper and synthetic rope gabion of size 1mx1mx2m, aperture 100mm x 100mm 38.24.3 _do_ copper and synthetic rope gabion of size 1mx1mx3m, aperture 100mm x 100mm

Box Box Box

38.25 Providing and Synthetic Biaxial Geogrid indigenously manufactured from selected high tenacity synthetic yarn with high molecular weight (> 25000 g/mol), and low carboxyl end group (<30mmol/kg) for soil reinforcement application for stabilisation, requirement of geogrid strength in both direction with granular fill. Technical Data; -doultimate tensile strenth 30Kn/m in MD and CMD, Tensile strenth at 2% elongation 6Kn/m in MD and 6Kn/m in CD, aperture size in MD and CD 26X26mm. -doultimate tensile strenth 40Kn/m in MD and CMD, Tensile strenth at 2% elongation 7.5Kn/m in MD and 7.5Kn/m in CD, aperture size in MD and CD 25X25mm -doultimate tensile strenth 60Kn/m in MD and CMD, Tensile strenth at 2% elongation 9Kn/m in MD and 7.5Kn/m in CD, aperture size in MD and CD 25X25mm -doultimate tensile strenth 90Kn/m in MD and CMD, Tensile strenth at 2% elongation 11Kn/m in MD and 9Kn/m in CD, aperture size in MD and CD 23X23mm Application Methodology; Biaxial geogrids are designed for applications where strength requirement is in both directions. They are used in reinforcement of granular roadbase and subbase, area stabilization, trackbed 38.25.1 38.25.2 38.25.3 38.25.4 38.26

stabilization, load transfer platforms,etc. _do_ with 30 x 30 Kn/m Ultimate Tensile Strength _do_ with 40 x 40 Kn/m Ultimate Tensile Strength _do_ with 60 x 60 Kn/m Ultimate Tensile Strength _do_ with 90 x 90 Kn/m Ultimate Tensile Strength Providing and Synthetic Uniaxial Geogrid, indigenously manufactured from selected high tenacity synthetic yarn with high molecular weight (> 25000 g/mol), and low carboxyl end group (<30mmol/kg) for reinforced soil wall and slope application with granular fill as per design prepared by technology provider of reinforced earth wall and slope. Technical Data: -do- with ultimate tensile

Sqm Sqm Sqm Sqm

strenth 40Kn/m in MD and 20Kn/m in CD, aperture size in MD and CD 30X25mm, -do- with ultimate tensile strenth 60Kn/m in MD and 20Kn/m in CMD, aperture size in MD and CD 30X25mm, -do-with ultimate tensile strenth 80Kn/m in MD and 30Kn/m in CMD, aperture size in MD and CD 30X25mm, -do- with ultimate tensile strenth 100Kn/m in MD and 30Kn/m in CMD, aperture size in MD and CD 30X23mm, -do- with ultimate tensile strenth 120Kn/m in MD and 30Kn/m in CMD, aperture size in MD and CD 30X23mm, -do- with ultimate tensile strenth 150Kn/m in MD and 30Kn/m in CMD, aperture size in MD and CD 30X23mm, -dowith ultimate tensile strenth 200Kn/m in MD and 30Kn/m in CMD, aperture size in MD and CD 30X22mm, -doultimate tensile strenth 250Kn/m in MD and 30Kn/m in CMD, aperture size in MD and CD 30X20mm, -doultimate tensile strenth 35Kn/m in MD and 60Kn/m in CMD, Tensile strenth at 2% elongation 8Kn/m in MD and 9Kn/m in CD, aperture size in MD and CD 25X25mm -doultimate tensile strenth 40Kn/m in MD and 80Kn/m in CMD, Tensile strenth at 2% elongation 8Kn/m in MD and 12Kn/m in CD, Application Methodology: Uniaxial geogrids are available in a range of tensile strength and are suitable for applications, which require strength in one direction,these are used in reinforced soil walls,steep slopes and basal reinforcement of embankments,veneer reinforcement,etc.. 38.26.1 _do_ with 40 Kn/m Ultimate Tensile Strength Sqm

38.26.2 38.26.3 38.26.4 38.26.5 38.26.6 38.26.7 38.26.8 38.27

_do_ with 60 Kn/m Ultimate Tensile Strength _do_ with 80 Kn/m Ultimate Tensile Strength _do_ with 100 Kn/m Ultimate Tensile Strength _do_ with 120 Kn/m Ultimate Tensile Strength _do_ with 150 Kn/m Ultimate Tensile Strength _do_ with 200 Kn/m Ultimate Tensile Strength _do_ with 250 Kn/m Ultimate Tensile Strength Paving Fabric Providing and Laying Needle punched and mechanically bonded Nonwoven Paving Fabric indigenously manufactured from high quality Synthetic staple fibres having grab tensile strength of 39Kg , and melting point of 150 Â°C confirming to ASTM / Morth sec - 700 over a tack coat of paving grade bitumen 80-100 preparation, laid at the rate of 1 kg per sq.mtr over thoroughly cleaned and repaired surface to surface with pneumatic roller to maximize paving fabric contact with pavement surface as per drawing. Application Methodology: Paving fabric is a strong layer of fabric is applied under asphalt to minimize surface water infiltration and prevent existing cracks in the road from surfacing to enhance the performance of pavement. The Barrier function refers to the prevention of fluid movement across the plane of the geotextile. A nonwoven geotextile provides a barrier function when saturated with an impermeable material, like bitumen. It Retards the propagation of cracks, Reduced the required design overlay thickness, Extends the life of the overlay and the pavement section,These can be used as asphalt over lay on flexible pavement a nd rigid pavement â€“a layer of DBM/BC should be provided on rigid pavement before laying the paving fabric.

Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm

38.28 Metal Gabions Providing and fixing metal Gabions boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm.Edges mechanically selvedged made of heavily (Zinc+PVC) coated G.I wires as per BS;443 mesh wire 3.00 mm Ã˜ edge wire 3.9 mm Ã˜ and filled with 20 to 50kg weight Trap stones including conveying with all the leads & lifts and placing at require places in required line,level slope section as directed etc. Application Methodology: Metal Gabion is comprised double twisted hexagonally woven steel wire mesh with zinc galvanized and PVC coated compartmented baskets with a rectangular box shape. The compartments are of equal dimensionand are formed by internal diaphragms. The compartment is filled with natural stone at the site of use,to form flexible,permeable,monolithic structures for earth retension and the diaphragms assure minimum stone migration within the basket. Thus providing even distribution of the stone even in abnormal conditions,and adding strength to the container to help retain its rectangular shape during the filling operation,depending on the application and requirement,these gabions can be manufactured in different size i.e.length and width with diaphragm mat every 1.0 m length.These are used in application like Earth control and soil conservation,Retaining structures/walls,Rock wall protection netting,Protection of highways/Railways,Barriers at the river,Bridges and culvert protection,Marine and sea wall protection,Lining of steep slopes or slopes protection,Revetments 38.28.1 38.28.2 38.28.3 38.28.4 38.28.5 38.28.6 38.28.7 38.28.8 38.29

for lakes and sea shores ,Lining of canals and dams,etc. -do-with Gabion size of 1x1x1 M -do-with Gabion size of 1.5x1x1 M -do-with Gabion size of - 2x1x1 M -do-with Gabion size of- 3x1x1 M -do-with Gabion size of - 4x1x1 M -do- with Gabion size of- 1x1x0.5 M -do- Gabion size of - 1.5x1x0.5 M -do- Gabion size of- 2x1x0.5 M BORE PACKING for pipe joints Providing & applying high strength non shrink free flow grout (confirming to BS 1881-Part 116 : 1983)comprising of blend of portland cement, graded fillars and chemical additives which impart controlled expansion in the plastic state duly minimizing water demand. (Minimum 25mm thickness around the pipe) Standards 1. Compressive strength for 28 days 78 N/sqmm 2. Flowable (Water powder ratio 0.18) 3. Pourable (Water powder ratio 0.165) 4. Tensile strength for 28 days 3.5 N/ sqmm 5. Flexural strength for 28 days 10 N/ sqmm 6. Unrestrained expansion â€“ 2 to 4 % in the plastic state Methodology : Non shrink free flow grout shall be added to the water in the ratio of 25 Kg : 4.125 ltrs of water for pourable condition and for flowable condition 4.5 ltrs by using heavy duty slow speed grill (400 to 500 RPM) fitted with the suitable peddle for 5 minutes. To get the best result the mixed grout should be placed and used in 20 minutes after the mixture.

cum cum cum cum cum cum cum cum No

38.3 PROVIDING TRAPEZOIDAL PROFILED SHEET Providing and installing of pre Sqm painted Galvolume iron Trapezoidal profiled sheet of approved make 1060 mm width (1000 mm cover width), 28-30 mm crest height with crest distance of 200 mm c/c with 2 ribs at the centre for stiffening. The total coated thickness (TCT) of the sheet will be 0.47 mm +/- 0.02 mm tolerance Zinc-Alu Alloy coating AZ150 gsm as per ASTM 1397/A755-550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20-22 microns using self drilling/self tapping screws of 25 mm length, to be fixed over the existing purlins, rafters, channels and trusses. 38.31 Providing and installing of approved make pre painted Galvalume iron Sqm Accessories, like, plain, ridges, plain gutter, plain flashing, corner Trim, etc. The total coated thickness (TCT) of the sheet shall be 0.47 mm +/ - 0.02 tolerance mm Zinc-Alu Alloy coating AZ 150 gsm as per ASTM 1397/755 -550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20-22 microns using self drilling / self tapping screws of 25 mm length. (width upto 500-600 mm only), to be fixed over the existing purlins, rafters, channels and trusses. 38.32 Specification for Raised Pavement Marker (Road Studs): Providing and fixing of Reflective Raised Pavement marker (RPMâ€™s) / Cat eyes / Road studs confirming to ASTM D4280 type H, having reflective panels made of prismatic lens of total internal reflection, the prismatic lens should be electronically fixed (welded) to the body made of polycarbonate mould, with a height of 20mm, size of 130mm X 105mm and reflecting area of 13Sqcm with the slope of retro reflective surface within the limit of 35+ 5 degree to the base on either side. The marker shape ll display an initial minimum luminous intensity of 279mcd/lux at an entrance angle of zero degree and observation angle of 0.2degree. The corresponding values for 20 degree entrance and 0.2 degree observation angle shall be 112 mcd/lux with color multiplying factor on either cases for white, yellow and red markers being 1.0, 0.6 and 0.25 respectivelyâ€•The RPMâ€™s should be fixed by using two numbers of polymer shanks using appropriate adhesive as recommended and certified by the RPM manufacturer. The raised pavement marker should support a sufficient minimum load 13635 Kg in accordance with ministry specification. Methodology of Fixing Using Epxoy & Shanks : 1) Surface Preparation: Grinding is recommended to : Remove weak top surface of the Asphalt / Concrete. Remove dust & oil accumulated on the surface. 2) Surface Preparation : Use wire brush & blower Drill Hole Sixe 22mm , Use a template to get the spacing correct 3) Application The epoxy gould be immediately used after mixing. Apply approximately 100gms of epoxy on the prepared surface & the RPM with shanks. Place the RPM with shank on the surface with hole & tap gently with a wooden mallet.

Nos

38.33 Stone cleaning using biodegradable liquid solution Cleaning granite surface by Sqm using

aproved

quality

bio-degradable

liquid

solution

(Ammonium

Hydrogendifloride solution) as per the directions of Engineer incharge of the works. The cost of works includes cost of materials, HOM of machineries, labour charges etc. complete. Methodology : 1) The solution to be used shall be free from hydrofloric acid, muriatic acid, caustic, bleach, abrasive or petroleum distillates and the neutral pH should be 5.0 to 5.5. 2) The surface is to be washed first with water pressure of 130psi/ sec, until the deposit of dirt, hydro carbon soils and algae from the surface and the pores of the surface are completely removed. 3) Cleaned surface to be dried for 24 hours. 4) Bio-degradable solution shall be applied over the dry surface. 5) All safety measures shall be taken during the process of application. 38.34 Steel Windows and Ventilators 1. Pre-painted steel windows / Ventilators & door frames Supply and fixing of windows and top hung and fixed louered ventilators made of pre-painted steel (base steel as per IS 513 of -0.58mm thick â€˜Dâ€™ quality, galvanized as per IS 277 with zinc of 120 GSM) with a polyester paint, of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, and section for beading should be 18x25mm and section for louvered ventilator should be 33x57mm float glass and 4mm pinhead glass for ventilators with rubber Gasket. The sections are to be cut to length, mitre joined with corner bracket and centre mullions are to be fixed using mullion cap. Handle made of high grade aluminium powder coated and nylon receiver. Corner brackets made of CRCA with Zinc Phosphate. Mullion caps made of glass filled nylon. The above frames should be fixed to the concrete/ masonry will by means of self expanding screws. Including 10mm square bars with 6â€•pitch complete finished item of work. 38.34.1 WINDOWS : Double shutter 3â€™-0â€•X 4â€™ - 0â€•(914.4MM x 1219.2 MM) 1 Sqm outer frame section size of 46x52mm shutter frame section size of 46x46mm. 38.34.2 WINDOWS : Centre fixed both side openable shutter 5â€™-0â€•x 4â€™-0â€• 1 Sqm (1524x1219.2mm) outer frame section size of 46x52mm shutter frame section size of 46x48mm mullion section size of 46x70mm fixed beading section size of 18x25mm. 38.34.3 Ventilators : Top hung 4â€™-0â€•x 3â€™-0â€•(1219.2x914.4mm) outer frame 1 Sqm section size of 46x52mm shutter frame section size of 46x46mm mullion section size of 46x70mm. 38.34.4 Ventilators : Fixed lovers 4â€™-0â€•x 3â€™-0â€•(1219.2x914.4mm) (Box section) 1 Sqm outer frame section size of 33x57mm mullion section.

38.35.1 Steel Windows with grill for residential buildings Providing and fixing of windows 1 Sqm made of pre-painted steel (base steel as per IS 513 of 0.58mm tick galvanized as per IS 277 with zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 48x25mm and fixed glass beading section should be of 12x12mm. Outer frame and mullions to have rebate for glazed shutter and a 20mm provision for guard bars/grills. The sections are to be cut to length mitre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Handle stay 2Nos of stainless steel heavy duty pivot hinges shall be provided for shutter. The window should be panelled with 50mm thick plain float glass. Rubber gaskets are to be provided all around the glass. The above frames should be fixed to the concrete/ masonry wall by means of self expanding screws, including 10mm square guard bars with 6â€•(152.4mm) pitch etc., complete for finished item of work. 38.35.2 Double

shutter

window

with

vertical

mullion

3â€™0â€ x4â€™0â€ 1 Sqm

(914.4mmx1219.2mm) outer frame section size of 48x50mm shutter frame section size of 48x25mm mullion section size of 48x50mm. Centre fixed both side openable shutter window 6â€™0â€ x4â€™0â€(1828.8mm x 1219.2mm). Outer frame section size of 48x50mm shutter frame section size of 48x25mm mullion section size of 48x50mm. Fixed beading section size of 12x12mm. 38.36 Steel Windows with grill and flymesh for residential buildings Providing and fixing of windows made of pre-painted steel (base steel as per IS 513 of 0.58mm tick galvanized as per IS 277 with zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7microns thick alkyd backer. Section for outer frame should be of 72x55mm, centre mullion should be of 72x50mm, section of the fixed glass beading should be of 12x12mm. and section of the shutter should be of 48x25mm. Outer frame and mullion sections to have rebate for glazed shutters, fly mesh and 20mm provision for guard bars/grill fly mesh shutters section should be of 20x40mm. The sections are to be cut to length mitre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Handle latch 2Nos of heavy duty stainless steel pivot hinges shall be provided for shutter. The window should be panelled with 50mm thick plain float glass and S.S. Mesh for fly mesh shutter (304 grade). Rubber gaskets are to be provided all around the glass. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, including 10mm square guard bars with 6â€•(152.4mm) pitch complete for finished item of work. 38.36.1 Double shutter window with vertical mullion 3â€™0â€ x4â€™0â€(914.4mm 1 Sqm x1219.2mm) outer frame section size of 72x50mm shutter frame section size of 48x25mm mullion section size of 72x50mm.

38.36.1 Centre fixed both side openable shutter window 5â€™0â€ x4â€™0â€(1524mm x 1 Sqm 1219.2mm). Outer frame section size of 72x50mm. Shutter frame section size of 48x25mm mullion section size of 72x50mm. Fixed beading section size of 12x12mm. 38.37 Sliding windows (2 shutters) (Suitable for residential and non residential 1 Sqm buildings) Providing and fixing of sliding windows made of Galvanized steel (Base steel as per IS 513, D quality, galvanized as per IS 277 with zinc of 120 GSM). The factory made section should be powder coated with Pure polyester powder upto 50-60 microns thick with total coated thickness of 0.8mm for outer frame and 0.58mm thickness for sliding shutter section. The outer frame size for two tracks with grill provision is 90mmx50mm and without grill provision is of 75mmx50mm. The window shutter section is of 58mm x 36mm. The outer frame should have two integrated guide tracks of 12mm width and 24mm deep for provision to slide the shutter/sash frame and facilitates with a water drain outlet component made of PVC. The shutter frame should be fitted with 5mm thick plain float glass of reputed make and fixed with EPDM weathering seal resistant accessories and handle made of Aluminium 1 No. per each shutter. The sections are to be cut to length meter joined with corner brackets. The total window system is to be installed at the site using anchor fasteners, silicon sealant applied at the outer frame corners. The cost is inclusive of conveyance of all materials, accessories, labour charges, and erection at site with complete finished item of work. Window with Two sliding shutters and with grill Outer frame size 90mmx50mm have a rebate of 15mmx5mm to fit grill made of 10mm MS Sq. rods for horizontal bars welded at a regular pitch of 150mm to 12mm x 6mm MS Flat.

38.38 Sliding windows (3 shutters) (Suitable for residential and non residential buildings) Providing and fixing of sliding windows made of Galvanized steel (Base steel as per IS 513, D quality, galvanized as per IS 277 with zinc of 120 GSM). The factory made section should be powder coated with Pure polyester powder upto 50-60 microns thick with total coated thickness of 0.8mm for outer frame and 0.58mm thickness for sliding shutter section. The outer frame size for two tracks with grill provision is 90mmx50mm and without grill provision is of 105mmx50mm and without grill provision is of 90mm x 50mm. The window shutter section is of 58mm x 36mm. The outer frame should have two integrated guide tracks of 12mm width and 24mm deep for provision to slide the shutter/sash frame and facilitates with a water drain outlet component made of PVC. The shutter frame should be fitted with 5mm thick plain float glass of reputed make and fixed with EPDM weathering seal resistant accessories and handle made of Aluminium 1 No. per each shutter. The sections are to be cut to length meter joined with corner brackets. The total window system is to be installed at the site using anchor fasteners, silicon sealant applied at the outer frame corners. The cost is inclusive of conveyance of all materials, accessories, labour charges, and erection at site with complete finished item of work. Window with 3 shutters (Center fixed shutter/center sliding shutter/ center fly mesh shutter/and with grill Window made of outer frame size 105mmx50mm Grill made of 10mm MS Sq. rods for horizontal bars at a regular pitch of 150mm welded to MS flat 12x6mm. 38.38.I i) Center Shutter Fixed : Center shutter frame made of section with size 1 Sqm 20mmx47mm should be fitted with 5mm thick plain float glass of reputed make, EPDM gasket all around the glass and fixed to the outer frame with the supporting section of size 29mmx20mm of 0.58 thick fixed horizontally on top and bottom of the shutter frame. 38.38.II ii) Center Shutter Sliding : Center shutter frame made of section of size 1 Sqm 20mmx47mm should be fitted with 5mm thick plain float glass of reputed make. The supporting guide section of size 15mm x 19mm of 0.58mm thick fixed horizontally at top and bottom of shutter frame and slides along the bottom and top guide tracks made of sections size 24mmx20mm of 0.58mm thick and 29mmx20mm of 0.58mm thick. 38.39 Road Humps/Speed breakers for control of vehicular speeds on roads Providing road humps for the entire formation width, using bituminous premix materials and heavy duty cobble stones 60mm thick, having road hump dimensions of 1.00mtr. (width) x 0.15mtr. (height) rectangular sections and ramp on either side of road hump of 0.85mtr. (wide), including providing WBM (2 layers) for shoulder portion 1.7mts in length on either side, completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bitumnous surface and providng 2 Nos. retro reflective traffic signs as per IRC SP 67-2010 (for details refer IRC 99-1988) Note : This item shall be operated where existing bituminous wearing coat is SDBC/ Mix seal surfacing. 38.39.1 For single lane for formation width of 7.50mtrs. and using SDBC mix meterial.

Unit

38.39.2 Intermediate lane for formation width of 9.00mtrs using SDBC mix material.

Unit

38.39.3 2 lane for formation width of 12mtrs. using SDBC mix material. Unit 38.4 Providing road humps for entire formation width, using bituminous premix materials and heavy duty cobble stones 60mm thick, having road hump dimensions of 1.00mtr. (width) x 0.15mtr. (height) rectangular sections and ramp on either side of road hump of 0.85mtr. (wide), including providing WBM (2 layers) for shoulder portion 1.7mts in length on either side, completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bitumnous surface and providng 2 Nos. retro reflective traffic signs as per IRC SP 67-2010 (for details refer IRC 99-1988).Note : This item shall be operated where existing bituminous wearing coat is BC. 38.40.1 For single lane for formation width of 7.50mtrs. and using BC mix meterial. Unit 38.40.2 Intermediate lane for formation width of 9.00mtrs using BC mix material.

Unit

38.40.3 2 lane for formation width of 12mtrs. using BC mix material. Unit 38.41.I Providing, laying, rumble strips, 250mm wide and 25mm height in rectangular shape at 1.00mtr. center to center for entire formation width of road using pre mix bituminous material, including providing WBM (2 layers) for shoulder portions, applying tack coat, providing 2 Nos. retro reflective traffic signs as per IRC SP-67-2010 (for details IRC 99- 1988) I For 3 Nos.- including WBM layers for 38.41.I.a 38.41.I.b 38.41.I.c 38.41.II

length of 2mtrs. on either side of carriage way in shoulder portion. Unit Single lane using SDBC mix material Unit Intermediate lane using SDBC mix material. Unit 2 lane using SDBC mix material. Providing, laying, rumble strips, 250mm wide and 25mm height in rectangular shape at 1.00mtr. center to center for entire formation width of road using pre mix bituminous material, including providing WBM (2 layers) for shoulder portions, applying tack coat, providing 2 Nos. retro reflective traffic signs as per IRC SP-67-2010 (for details IRC 99- 1988) II For 5 Nos. - including WBM layers for

38.41.II.a 38.41.II.b 38.41.II.c 38.41.III

length of 4mtrs. on either side of carriage way in shoulder portion. Unit Single lane using SDBC mix material Unit Intermediate lane using SDBC mix material. Unit 2 lane using SDBC mix material. Providing, laying, rumble strips, 250mm wide and 25mm height in rectangular shape at 1.00mtr. center to center for entire formation width of road using pre mix bituminous material, including providing WBM (2 layers) for shoulder portions, applying tack coat, providing 2 Nos. retro reflective traffic signs as per IRC SP-67-2010 (for details IRC 99- 1988) III For 10 Nos. - including WBM layers

for length of 9mtrs. on either side of carriage way in shoulder portion. 38.41.III.a Single lane using SDBC mix material 38.41.III.b Intermediate lane using SDBC mix material. 38.41.III.c 2 lane using SDBC mix material.

Unit Unit Unit

38.41.IV Providing, laying, rumble strips, 250mm wide and 25mm height in rectangular shape at 1.00mtr. center to center for entire formation width of road using pre mix bituminous material, including providing WBM (2 layers) for shoulder portions, applying tack coat, providing 2 Nos. retro reflective traffic signs as per IRC SP-67-2010 (for details IRC 99- 1988) IV For 15 Nos. - including WBM layers for length of 15mtrs. on either side of carriage way in shoulder portion. 38.41.IV.a Single lane using SDBC mix material 38.41.IV.b Intermediate lane using SDBC mix material. 38.41.IV.c 2 lane using SDBC mix material.

Unit Unit Unit

480.00

700.00

908.00

450.00

360.00

95.00

470.00

145.00

500.00

95.00

350.00

480.00

110.00

240.00

540.00

792.00

1500.00

2598.00

3400.00

598.00

477.00

416.00

2651.00

3359.00

3844.00

100.00

90.00

100.00

105.00

110.00

115.00

125.00

135.00

145.00

1300.00 2400.00 3600.00

125.00 145.00 180.00 220.00

120.00

135.00 155.00 180.00 205.00 230.00 290.00 330.00 140.00

2800.00 2450.00 2550.00 2350.00 2300.00 4000.00 3500.00 3550.00 330.00

770.00

740.00

300.00

312.00

5215.00

4927.00

5740.00

3929.00

5087.00

4488.00

6651.00

6055.00

5490.00

5800.00

6350.00

26315.00

32060.00 41420.00

30130.00 33880.00 43840.00

15030.00 14710.00 18670.00

21600.00 21050.00 27600.00

37940.00 36840.00 49840.00

54260.00 52590.00 72240.00

39.FURNISHING WORK 39.1 Providing and fixing veneer paneling over the 50mm x 35mm sal Sqm wood frame work and top covered out of 4mm thick approved veneer fixed over 12mm ply finished in mealamme polish, complete including cost and conveyance of all materials, labour for all items of work HOM of equipment etc., complete as per specification. 39.2 Providing and fixing Veneer paneling, over the 50mm x 35mm sal Sqm wood frame work at spacing not exceeding 600mm c/c fixed to the wall and top covered out of 4mm thick approved quality Veneer, fixed over 19mm thick ply of approved brand termite and water resistance, finished with melamine polish, complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment complete as per specification.

3220.00

4185.00

39.3 Manufacturing, supplying and fixing wooden ward robe of 0.60m Sqm deep using 19mm thick vinyl bonded water proof block board, shutters allround ward robe, lockable drawers with sliding channels, cupboard drapery hangers, curtain rods with end brackets, openable shutters with 19mm x 6mm thick plain teak wood beading, lipping 1.5mm thick commercial ply vertical support finished in approved 1.5mm lamination sheet of approved colour, shade and quality on all exposed surfaces. Inner surface painted with 2 coats of white synthetic enamel paint over 2 coats of Patti, one coat of wood primer, including cost of brass fittings, parliamentary hinges, C handles, tower bolts, magnetic catches, approved brand lock, adhesives, synthetic resins, nails, screws etc., complete including cost of all materials, labour charges, complete as per specification.

8345.00

39.4 Providing and fixing storage unit of 0.75m width made out of Sqm 19mm thick commercial ply vertical support finished in approved 1.5mm laminate with 12mm thick ply packing internally finished with enamel paint of approved colour and shade shelves shall be formed out of 19mm ply finished with enamel paint of approved shade and colour and 19mm thick shutters formed out of 19mm thick ply finished with 1.5mm thick laminate of approved shade and colour etc., complete the rate includes cost of all materials, labour charges, complete as per specification.

10078.00

39.5 Providing and fixing Single shutter glass door of 12mm thick plain Sqm toughened glass (Saint Gobain, Modi float). The door is fixed by using any approved make hardware fitting like patch fitting, pivot, floor machine, locking arrangements and suitable SS door rails with floral glass etching for 1/3 portion of door area etc complete. The rate includes cost of all materials, labour, hire of tools & machineries,and as per specification.

6986.00

39.6 Providing and fixing Double shutter glass door of 12mm thick Sqm plain toughened glass of approved make (Saint Gobain, Modi float). The door is fixed by using any approved make hardware fitting like patch fitting, pivot, floor machine, locking arrangements and suitable SS door rails with floral glass etching for 1/3 portion of door area etc complete. The rate includes cost of all materials, labour, hire of tools & machineries, as per the specification.

6620.00

39.7 Providing and fixing Single shutter glass door of 12mm thick Sqm frosted toughened glass of approved make (Saint Gobain, Modi float). The door is fixed by using any approved make hardware fitting like patch fitting, pivot, floor machine, locking arrangements and suitable SS door rails with floral glass etching for 1/3 portion of door area etc complete. The rate includes cost of all materials, labour, hire of tools & machineries, as per specification. 39.8 Providing and fixing Double shutter glass door of 12mm thick Sqm frosted toughened glass of approved make (Saint Gobain, Modi float). The door is fixed by using any approved make hardware fitting like patch fitting, pivot, floor machine, locking arrangements and suitable SS door rails with floral glass etching for 1/3 portion of door area etc complete. The rate includes cost of all materials, labour, hire of tools & machineries, as per specifications. 39.9 Providing, fabricating and fixing partition frame work consisting Sqm of 50mm x 50mm sal wood frame work at spacing not exceeding 600mm c/c fixed to the bottom and ceiling, the partition shall be skinned on both sides using 12mm thick commercial plywood of approved brand termite and water resistance, and top covered with 4mm thick approved quality veneer finished with melamine polish, complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment as per specification.

7120.00

39.1 Removing wall paneling / false ceiling / wooden partition / Sqm aluminium partition, stacking it with all cost and conveyance labour for all items of work, HOM of equipment etc., complete as per specification.

60.00

6767.00

8196.00

39.11 Providing and fixing 100mm wide venitian blinds of window Sqm fashion fabric of Taiwan make, with 50mm thick powder coated channel with balance, imported, acrylic self alignable mechanism and equally placed spacers, imported tilting mechanism for easy tilting operation,with nylon imported thread and beadings, 100mm wide imported washable reusable fabric placed with top hanger and bottom with 100mm long bottom plate connected to nylon imported bottom link chain. The rate is inclusive of drilling holes for fixing channels to the wall, fixing threads and beadings and link chains, hard ware fixtures etc., complete as per drawing, specifications.

39.12 False ceiling Suspension system False ceiling (Tiles, Panels) shall be suspended with the frame work and Accessories complete from roof slabs, beams etc., by means of 4mm dia galvanized rods, spring steel clips, hanger, Tee Runner, Ultra Look Tee Runner and edge trim etc., The Suspnsion system consists of Grip bolt of size 50mm in length and dia of 9.5mm with 16mm long treads for fixing 9.2mm dia Nut, the thickness of the nut is 5.2mm, this is also fixed with washer of 18.50mm in dia and the thickness of the washer is 0.80mm, this grip bolt in fixed on to the RCC slab, by making holes with special hammering machine and with the help of nut and washer, dip Galvanized Iron Rod of 4mm dia is rounded, then it is been twisted, so that it with-rest above the washer and later on the nut is been tightened and the grip bolt expands inside the RCC slab and holds the G.I.Rod 4mm thick straight, this G.I. supporting rod of 4mm thick is also twisted on the other side of fixed â€œJâ€bolt, this â€œJâ€bolt consists of 3mm thick with a length of 133mm, this â€œJâ€•bolt is later on twisted by 26mm, this â€œJâ€•bolt has a treaded portion of 47mm and this is provided with a nut of 3.63 mm thick and the dia of the nut is 6.9mm, this nut has a washer and this washer has a dia of 19mm and the thickness of 0.6mm and all this components are chromodised, later on G.I.supporting rod of 4mm thick dia is twisted and fixed inside the nut and washer, then to maintain a good, straight level of the false ceiling, the nut in â€œJâ€•bolt is then moved up or down for proper level. The Galvanized Iron 4 mm dia been cut to size of length required as per site requirement. The pre-coated parametrical channel of 24mmx24mm, is been fixed on to the wall at a prefect wall level

950.00

39.12.1 Mineral Fiber false ceiling Providing and laying of world class Sqm mineral acoustic ceiling panels of as per the following specification:- Tile of approved make Mineral Acoustic ceiling panels of size 595x595mm-12mm thick suitable for use in arrears up to 40 C and RH 70UR as per manufacturer. Tile have 15 min fire retardant and does not contain asbestos/urea formaldehyde, Technical details of New Modena are- Thermal conductivity Nondisposable, Light Reflection 80% fire resistance Non-resistance Non-disposable. Mineral fiber ceiling panels are placed inside the grid work.

2990.00

39.12.2 PVC laminated false ceiling Supply & installation of PVC Sqm laminated false ceiling size of 600x600mmx9mm as per the following specification:- Panels are PVC laminated on the finish side and backed with aluminum foil (behind). It shall be suspended with the frame work and accessories completed from roof slabs, beams etc., by means of 4mm dia galvanized rods, J bolt, Tee runner, Ultra look Tee Runner and edge trim etc.

2710.00

39.12.3 Stainless steel false ceiling Providing & fixing of acoustical & fire Sqm retardant tile ceiling system comprising of tiles 600 x 600 mm long fabricated from 0.90mm aluminum sheet. The tiles shall be suspended with the frame work etc., Complete from the slab beams etc., by means of 4mm dia G.I.rods, G.I.sanp bar at 1200 mm centre to centre, G.I.snap couplings, G.I.sanp bar hangers, G.I.edge profile etc., Installation: The top portion of rod shall be rounded and shall be screwed to slab by means of providing grip bolts 5mm long and other end shall be bolted by means of providing 3/16â€™x1/2 â€˜ machine screws and 3/16â€™ nut for leveling in to the snap bar hanger 1.2 meter to 2.00 meter centre to centre. The distance between two snap bars shall be 1200 mm centre to centre, The snap bar shall be fixed into the snap bar. The pressure clip shall be provided along the length of the tile flange to hold the panels in line and level at suitable distance, as required. The edge profile shall be fixed at the perimeter of the false ceiling area.

10990.00

39.12.4 Aluminum plain/perforated/Mirror finish false ceiling VT-35mm Sqm (Vertical drop 35 mm) Providing, supplying and erection false ceiling with lay in tile system with aluminum powder coated tilesBoxer type VT-35 mm fabricated from special aluminum grade 3003/100(Al-Mn) of H-46 to H-48 boxer type panels with Nonmetallic finish. Panel details:- The good quality fully finished ceiling systems consists of Aluminum powder coated false ceiling panels comprising 595mmx595mmx 35mm H. This panels are tapered out on all the four sides sloping towards inside and the size is 565mmx565mm. The panels are non combustible fire proof This panels has excellent Aesthetic look and the panels are made out of special imported powder coated aluminum sheet of 0.8mm thick the sheets consists of Aluminum alloy of AA 3003/1100. This special fully finish panels will have solution one where the panels will go drop down by 35 mm and solution two where the panels will go up by 35mm. This panel also have above got perforation and the dia of the perforation is 2mm and the distance between one perforation to another perforation is 10.00mm centre to centre the perforation in the panels are in straight line. These panel are provide with sound absorption mat.

6610.00

39.12.5 Aluminum plain/perforated/Mirror finish false ceiling VT-09 Sqm (Vertical drop 9mm) Supply and installation of Aluminum powder coated false ceiling proof panel size 600x600mmx9mm drop, Noncombustible fire proof humidity proof, Aesthetic, fabricated from enameled coated sheet of thickness 0.8mm, panel shall be painted by powder coating process with polyester paints and with secular mirror finish, shining lacquered plain or decorated on outer surface. It shall be suspended with the frame work and accessories complete from roof slabs, beams etc., by means of 4mm dia GO J bolt Tee runner, ultra look Tee Runner and edge trim etc., Specifications of Boxer Panels:- These Boxer type panels are available in both perforated and un perforated with oblique edges The un perforated panels are available in plain colours and different designs The panel size is 600x600x9mm When perforated, the panel shall have 2mm square perforation These perforated panels are provided by non woven fabric & is adhered to the inside of the panel

6885.00

39.13.1 COURT HALL FURNITURE DIAS for Judges Providing and fixing dias Sqmtr for judges in court halls of overall size 3650 x 3050 x 600 mm using 40 x 40 x 2mm slotted angle for frame work at suitable intervals using double angle back to back wherever necessary with suitable stiffeners for legs including diagonal members fabricated using nuts and bolts, the top of the dias to be covered with 25mm treated commercial block board of approved make, seated and fastened properly by bolt and nut to the slotted angle frame work, the sides of the dias to be covered with 12mm thick novopan sheet fixed firmly to the slotted angle, including making a parapet alround the dias to a height of 750mm using the slotted angle frame work and covered with novopan sheet of 12mm thick for outside and 4mm thick one side teak plywood for inside of the parapet with 50x25mm sal wood frame work attached to the slotted angle, the top of the parapet is fixed with 20mm teak wood ornamental beeding alround including cost of all materials and labour, painting, lead and lift and as per the direction of engineer-in-charge of work. and also as per drawing appended.

8020.00

39.13.2 COURT HALL FURNITURE Teak wood platform Providing and Sqmtr fixing wooden platform of overall size 2450x1850x175mm using teak wood of section 50x50mm of legs, 50x50mm for horizontals both at suitable intervals from the point of view of stability, the top of the platform covered with commercial block board of 25mm thick, all sides covered with 6mm thick one side teak plywood fixed firmly to the platform including joining the wooden sections properly using nails/screws, fevicol including cost of wood, nails/screws, fevicol, cost of painting/polishing, labour, all lead and lift, cost of any incidental charges etc., complete and as per the drawing (appended) and direction of engineer-in-charge of work.

4830.00

39.13.3 COURT HALL FURNITURE Horse Shoe Table Providing and fixing Sqmtr â€œHORSE SHOE TABLEâ€•of overall size 4500 x 2200x 750mm using teak wood of size 100x100mm for legs at suitable intervals, 50x75mm section for horizontal support at top, 50x100mm section horizontal support at bottom as shown in figure. The top of the table which should be 600mm in width all along, is covered with 19mm thick block board and 1.50mm thick formica sheet fixed on top of the block board, all of approved make. The inside vertical surface is covered with 6mm thick one side teak plywood, including providing teak wood beeding alround the table for good aesthetic appearance, including joining the wooden sections properly using nails/screws, fevicol including cost of wood, nails/screws, fevicol, cost of painting/ polishing, labour, all lead and lift, cost of any incidental charges etc., complete and as per the drawing (appended) and direction of engineerin- charge of work.

9800.00

39.13.4 COURT HALL FURNITURE Teak wood witness box Providing and Each fixing witness box of overall size 1200x750x1350mm with one side door way as shown in figure using teak wood of size 75x75mm for legs, 50x75mm size for horizontal support at top and bottom, and 25x50mm size section for verticals between legs with a spacing of 150mm including fixing 19mm thick commercial block board for full area at bottom and for a length of 300mm at top to facilitate keeping the file during the course of witness including joining the wooden sections properly using nails/screws, fevicol including cost of wood, nails/screws, fevicol, cost of painting/polishing, labour, all lead and lift, cost of any incidental charges etc., complete and as per the drawing (appended) and direction of engineer-in-charge of work.

20000.00

39.13.5 COURT HALL FURNITURE Teak wood Accused box Providing and Each fixing accused box of overall size 3000x1150x1350mm with one side door way as shown in figure using teak wood of size 75x75mm for legs, 50x75mm size for horizontals at top and bottom and 25x50mm size for verticals between legs with a spacing of 150mm including fixing 19mm thick commercial board for full area at bottom, including joining the wooden sections properly using nails/screws, fevicol including cost of wood, nails/screws, hinges, locking arrangements for the opening, fevicol, cost of painting/polishing, labour, all lead and lift, cost of any incidental charges etc., complete and as per the drawings (appended) direction of engineer-in-charge of work.

36000.00

PWD SR 11-12 Karnataka

Recommend Documents