Code Code Desc Descri ript ptio ion n 3.0 MORTAR 3.1 Cement Mortar 1:1 (1 cement : 1 fine sand) 3.2 Cement mortar 1:2 (1 cement : 2 fine sand). 3.3 Cement mortar 1:3 (1 cement : 3 fine sand). 3.4 Cement mortar 1:4 (1 cement : 4 fine sand). 3.5 Cement mortar 1:5 (1 cement : 5 fine sand). 3.6 Cement mortar 1:6 (1 cement : 6 fine sand). 3.7 Cement mortar 1:2 (1 cement : 2 coarse sand). 3.8 Cement mortar 1:3 (1 cement : 3 coarse sand). 3.9 Cement mortar 1:4 (1 cement : 4 coarse sand). 3.1 Cement mortar 1:5 (1 cement : 5 coarse sand). 3.11 Cement mortar 1:6 (1 cement : 6 coarse sand). 3.12 Cement mortar 1:2 (1 cement : 2 stone dust). 3.13 Cement mortar 1:2 (1 cement : 2 marble dust). 3.14 Cement mortar 1:5 (1 cement : 5 marble dust). 3.15 White cement mortar 1:2 (1 white cement : 2 marble dust). 3.16 White cement mortar 1:3 (1 white cement : 3 marble dust). 3.17 White cement mortar 1:5 (1 white cement : 5 marble dust). 4.0 CONCRETE WORK CEMENT CONCRETE (CAST – IN- SITU) 4.1 4.1 Provi rovidi ding ng and layi aying in in pos posiitio tion ce cemen ment con concr cre ete of specif ecifiied gra grade excluding the cost of centring and shuttering - All work upto plinth level : 4.1. 4.1.1 1 1:1:2 1:2 (1 Cem Cement ent : 1 coa coarrse san sand : 2 gra grade ded d st stone one aggregate 20 mm nominal size) 4.1. 4.1.2 2 1:1½: 1½:3 (1 (1 Cem Cemen entt : 1½ coar oarse san sand : 3 gra grade ded d st stone one aggregate 20 mm nominal size). 4.1. 4.1.3 3 1:2: 1:2:4 4 (1 (1 cem cemen entt : 2 coa coars rse e san sand d : 4 gra grade ded d sto stone ne aggr aggreg egat ate e 20 mm nominal size) 4.1. 4.1.4 4 1:2:4 2:4 (1 Cem Cement ent : 2 coa coarrse san sand : 4 gra grade ded d st stone one aggregate 40 mm nominal size). 4.1. 4.1.5 5 1:3:6 3:6 (1 Cem Cement ent : 3 coa coarrse san sand : 6 gra grade ded d st stone one aggregate 20 mm nominal size). 4.1. 4.1.6 6 1:3:6 3:6 (1 Cem Cement ent : 3 coa coarrse san sand : 6 gra grade ded d st stone one aggregate 40 mm nominal size). 4.1. 4.1.7 7 1:3: 1:3:6 6 (1 Ceme Cement nt : 3 fine fine sand sand : 6 grad graded ed ston stone e aggr aggreg egat ate e 40 mm nominal size). 4.1. 4.1.8 8 1:4:8 4:8 (1 Cem Cement ent : 4 coa coarrse san sand : 8 gra grade ded d st stone one aggregate 40 mm nominal size). 4.1. 4.1.9 9 1:4: 1:4:8 8 (1 (1 cem cemen entt : 4 fin fine e san sand d : 8 gra grade ded d sto stone ne aggr aggreg egat ate e 40 40 mm nominal size) 4.1. 4.1.10 10 1:5: 1:5:10 10 (1 ceme cement nt : 5 coar coarse se sand sand : 10 10 gra grade ded d sto stone ne aggregate 40 mm nominal size) 4.1. 4.1.11 11 1:5: 1:5:10 10 (1 ceme cement nt : 5 fine fine sand sand : 10 grad graded ed ston stone e agg aggre rega gate te 40 mm nominal size) 4.1. 4.1.12 12 1:2: 1:2:3½ 3½:9 :9 (1 ordi ordina nary ry port portla land nd ceme cement nt : 2 Fly Fly ash ash : 3½ 3½ coarse sand : 9 graded stone aggregate 40 mm nominal size). 4.1. 4.1.13 13 1:2½ 1:2½:4 :4:1 :11 1 (1 (1 ord ordin inar ary y por portl tlan and d cem cemen entt : 2½ 2½ fly fly ash ash : 4 coarse sand sand : 11 graded stone aggregate aggregate 40 mm nominal size) 4.2 4.2 Prov Provid idin ing g and and layi laying ng ceme cement nt conc concre rete te in reta retain inin ing g wall walls, s,re retu turn rn wall walls, s, walls (any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing : 4.2. 4.2.1 1 1:1: 1:1:2 2 (1 (1 cem cemen entt : 1 coa coars rse e san sand d : 2 gra grade ded d sto stone ne aggr aggreg egat ate e 20 mm nominal size) 4.2. 4.2.2 2 1:1½: 1½:3 (1 (1 cem ceme ent: nt:1½ coar coars se san sand d:3 gra grad ded stone one aggregate 20 mm nominal size). 4.2. 4.2.3 3 1:2:4 2:4 (1 Cem Cement ent : 2 coa coarrse san sand : 4 gra grade ded d st stone one aggregate 20 mm nominal size) 4.2. 4.2.4 4 1:2: 1:2:4 4 (1 (1 cem cemen entt : 2 coa coars rse e san sand d : 4 gra grade ded d sto stone ne aggr aggreg egat ate e 40 mm nominal size). 4.2. 4.2.5 5 1:3: 1:3:6 6 (1 (1 cem cemen entt : 3 coa coars rse e san sand d : 6 gra grade ded d sto stone ne aggr aggreg egat ate e 20 mm nominal size). 4.2. 4.2.6 6 1:3: 1:3:6 6 (1 (1 cem cemen entt : 3 coa coars rse e san sand d : 6 gra grade ded d sto stone ne aggr aggreg egat ate e 40 mm nominal size).
Unit Unit
Quin Quinta tals ls
Bags Bags
cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum
10.2000 6.8000 5.1000 3.8000 3.1000 2.5000 6.8000 5.1000 3.8000 3.1000 2.5000 6.8000 6.8000 3.1000 6.8000 5.1000 3.1000
20.40 13.60 10.20 7.60 6.20 5.00 13.60 10.20 7.60 6.20 5.00 13.60 13.60 6.20 13.60 10.20 6.20
cum
6.1000
12.20
cum
4.0000
8.00
cum
3.2000
6.40
cum
3.2000
6.40
cum
2.2000
4.40
cum
2.2000
4.40
cum
2.2000
4.40
cum
1.7000
3.40
cum
1.7000
3.40
cum
1.3000
2.60
cum
1.3000
2.60
cum
1.7000
3.40
cum
1.3000
2.60
cum
6.1000
12.20
cum
4.0000
8.00
cum
3.2000
6.40
cum
3.2000
6.40
cum
2.2000
4.40
cum
2.2000
4.40
Code Code 4.2. 4.2.7 7
Desc Descri ript ptio ion n 1:3: 1:3:6 6 (1 (1 cem cemen entt : 3 fin fine e san sand d : 6 gra grade ded d sto stone ne aggr aggreg egat ate e 40 40 mm nominal size). Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing. 4.4. 4.4.1 1 1:2:4 2:4 (1 Cem Cement ent : 2 coa coarrse san sand : 4 gra grade ded d st stone one aggregate 20 mm nominal size). 4.4. 4.4.2 2 1:3: 1:3:6 6 (1 (1 cem cemen entt : 3 coa coars rse e san sand d : 6 gra grade ded d sto stone ne aggr aggreg egat ate e 20 mm nominal size). CEMENT CONCRETE (PRE-CAST) 4.5 4.5 Provi rovidi ding ng and and fi fixing xing upto upto flo floor five five leve evel pre prec cast ast ce cement ment conc oncret rete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete. 4.5. 4.5.1 1 1:2: 1:2:4 4 (1 (1 cem cemen entt : 2 coa coars rse e san sand d : 4 gra grade ded d sto stone ne aggr aggreg egat ate e 20mm nominal size). 4.5. 4.5.2 2 1:3: 1:3:6 6 (1 (1 cem cemen entt : 3 coa coars rse e san sand d : 6 gra grade ded d sto stone ne aggr aggreg egat ate e 20mm nominal size). 4.6 4.6 Provi rovidi ding ng and fix fixing at or nea nearr gro groun und d le level vel pre prec cast ast cem ceme ent concr oncre ete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand) including the cost of required centring, shuttering and f inishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete. 4.6. 4.6.1 1 1:2:4 2:4 ( 1 cemen ementt : 2 coars oarse e san sand d : 4 grade raded d st stone one aggregate 20mm nominal size). 4.7 4.7 Provi rovidi ding ng and and fi fixing xing upto upto flo floor five five leve evel pre prec cast ast ce cement ment conc oncret rete solid block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete : 4.7. 4.7.1 1 1:2: 1:2:4 4 (1 (1 cem cemen entt : 2 coa coars rse e san sand d : 4 gra grade ded d sto stone ne aggr aggreg egat ate e 20mm nominal size). 4.7. 4.7.2 2 1:3: 1:3:6 6 (1 (1 cem cemen entt : 3 coa coars rse e san sand d : 6 gra grade ded d sto stone ne aggr aggreg egat ate e 20mm nominal size). 4.8 4.8 Provi rovidi ding ng and and fi fixing xing upto upto flo floor five five leve evel pre prec cast ast ce cement ment conc oncret rete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete : 4.8. 4.8.1 1 1:2: 1:2:4 4 (1 (1 cem cemen entt : 2 coa coars rse e san sand d : 4 gra grade ded d sto stone ne aggr aggreg egat ate e 20mm nominal size). 4.8. 4.8.2 2 1:3:6 3:6 (1 Cem Cement ent : 3 coa coarrse san sand : 6 gra grade ded d st stone one aggregate 20mm nominal size). 4.9 4.9 Preca recas sting and and pl placi acing in po posit sition 125 mm di dia Bo Bollar llards ds 600 mm hi high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement cem ent concrete concre te 1:3:6 (1 Cement Cem ent : 3 coarse coa rse sand : 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. DAMP- PROOF COURSE 4.1 4.1 Provi rovidi ding ng and and lay layiing dam dampp-p proof roof cours ourse e 40 40mm thick ick with ith cem ceme ent concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). 4.11 4.11 Prov Provid idin ing g and and layi laying ng damp damp-p -pro roof of cour course se 50mm 50mm thic thick k with with ceme cement nt concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). MISCELLANEOUS 4.17 4.17 Maki Making ng plin plinth th prot protec ecti tion on 50mm 50mm thic thick k of of cem cemen entt con concr cret ete e 1:3 1:3:6 :6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including fin finishi shing the top smoot mooth h 5.0 REINFORCED CEMENT CONCRETE
Unit Unit
Quin Quinta tals ls
Bags Bags
cum
2.2000
4.40
cum
3.2000
6.40
cum
2.2000
4.40
cum
3.8000
7.60
cum
2.8000
5.60
cum
3.6200
7.24
cum
4.1300
8.26
cum
3.1300
6.26
cum
2.4660
4.93
cum
2.0060
4.01
each
0.0970
0.19
sqm
0.1300
0.26
sqm
0.1600
0.32
sqm
0.11 0.1100 00
0.22 .22
Code Code Desc Descri ript ptio ion n CAST-IN-SITU 5.1 5.1 Provi rovidi ding ng and and lay layiing in in pos posiition specif ecifiied grad grade e of of rei rein nforc force ed cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggr aggreg egat ate e 20 mm nomi nomina nall size size). ). 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggr aggreg egat ate e 20 mm nomi nomina nall size size)) 5.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr aggreg egat ate e 20 mm nomi nomina nall size size)) 5.2 5.2 Rei Reinfor nforc ced cemen ementt conc oncret rete work in wall alls (any any thic hicknes kness s), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement : 5.2.1 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggr aggreg egat ate e 20 mm nomi nomina nall size size)) 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggr aggreg egat ate e 20 mm nomi nomina nall size size)) 5.2.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr aggreg egat ate e 20 mm nomi nomina nall size size). ). 5.3 5.3 Rei Reinfor nforc ced cemen ementt conc oncret rete work ork in beam eams, susp uspend ended flo floors ors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centring, shuttering, finishing finishing and reinforcement with 1:2:4 (1 cement : 2 coarse coa rse sand sand : 4 graded graded stone stone aggreg aggregate ate 20 mm nomina nominall size). size). 5.4 5.4 Provi rovidi ding ng and and lay layiing up up to to floo floorr fi five lev level el rein reinfo forc rced ed cemen ementt concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 5.5 5.5 Rei Reinfor nforc ced cemen ementt con conc cret rete wo work in arc arches hes, arc archr hriibs, bs, dom domes es,, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 grad graded ed ston stone e aggr aggreg egat ate e 20 mm nomi nomina nall size size). ). 5.6 5.6 Rei Reinfor nforc ced cemen ementt conc oncret rete work in chim himneys neys,, shaft hafts, s, up to floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 grad graded ed ston stone e aggr aggreg egat ate e 20 mm nomi nomina nall size size). ). 5.7 5.7 Rei Reinfor nforc ced cemen ementt con conc cret rete wor work k in in wel welll-steini eining ng exclu xcludi ding ng the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 5.8 5.8 Rei Reinfor nforc ced cemen ementt con conc cret rete wor work k in in ver verttical cal and and hori orizont ontal fin fins individually individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand sand : 3 grad graded ed ston stone e aggr aggreg egat ate e 20mm 20mm nomi nomina nall size size). ). PRE – CAST R.C.C. 5.12 5.12 Prov Provid idin ing, g, hois hoisti ting ng and and fixi fixing ng up to floo floorr five five leve levell prec precas astt reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including including the cost of required centring, shuttering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete but excluding cost of reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded ston stone e aggr aggreg egat ate e 20mm 20mm nomi nomina nall size size)). 5.13 5.13 Prov Provid idin ing, g, hois hoisti ting ng and and fixi fixing ng up to floo floorr five five leve levell prec precas astt reinforced reinforc ed cement concrete in small lintels not exceeding 1.5m clear span up to floor five level including the cost of required centring, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement: 2 coarse coa rse sand: sand: 4 graded graded stone stone aggreg aggregate ate 20mm 20mm nomin nominal al size) size).. 5.14 5.14 Prov Provid idin ing, g, hois hoisti ting ng and and fixi fixing ng up to floo floorr five five leve levell prec precas astt reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1
Unit Unit
Quin Quinta tals ls
Bags Bags
cum cum
6.10 6.1000 00
12.2 12.20 0
cum cum
4.00 4.0000 00
8.00 8.00
cum cum
3.20 3.2000 00
6.40 6.40
cum cum
6.10 6.1000 00
12.2 12.20 0
cum cum
4.00 4.0000 00
8.00 8.00
cum cum
3.20 3.2000 00
6.40 6.40
cum
3.2000 3.2000
6.40 6.40
cum
3.2000
6.40
cum cum
3.20 3.2000 00
6.40 6.40
cum cum
3.20 3.2000 00
6.40 6.40
cum
3.2000
6.40
cum cum
4.00 4.0000 00
8.00 8.00
cum cum
3.80 3.8000 00
7.60 7.60
cum
3.7700 3.7700
7.54 7.54
Code Code
5.15 5.15
5.16 5.16
5.17 5.17
5.18 5.18
5.18.1 5.18.2 5.18.3
5.19 5.19
5.2 5.2
5.23 5.23
5.24 5.24
5.27 5.27
5.33 5.33
Desc Descri ript ptio ion n cement : 3 coarse sand) cost of required centring, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse coa rse sand sand : 4 graded graded stone stone aggreg aggregate ate 20 mm nomina nominall size). size). Prov Provid idin ing, g, hois hoisti ting ng and and fixi fixing ng up to floo floorr five five leve levell prec precas astt reinforced cement concrete in lintels, beams and bressumers including setting in cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centring and shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded ston stone e aggr aggreg egat ate e 20 mm nomi nomina nall size size). ). Prov Provid idin ing, g, hois hoisti ting ng and and fixi fixing ng up to floo floorr five five leve levell prec precas astt reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centring, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5m 2.5mm m nomi ominal nal siz size). e). Prov Provid idin ing, g, hois hoisti ting ng and and fixi fixing ng up to floo floorr five five leve levell prec precas astt reinforced cement concrete in vertical & horizontal fins individually individually or forming box louvers setting in cement mortar 1:2 (1 cement : 2 coarse sand) including the cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Prov Provid idin ing g prec precas astt ceme cement nt conc concre rete te Jali Jali 1:2: 1:2:4 4 (1 ceme cement nt : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits. 50 mm thick 40 mm thick 25 mm thick * Cement for fixing only. ENCASING ROLLED STEEL SECTION Enca Encasi sing ng roll rolled ed stee steell sect sectio ions ns,, in beam beams s and and colu column mns, s, with with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal n ominal size) si ze) including includ ing centring cen tring and shutt shutteri ering ng compl complete ete but exclu excludin ding g cos costt of reinfo reinforce rcemen ment. t. Enc Encasi asing roll rolle ed stee steell sec section ion in grill rillag ages es wit with h ceme cement nt concr oncre ete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) including centring and shuttering but excl exclud udin ing g cost cost of expa expand nded ed meta metall and and hang hanger ers. s. MISCELLANEOUS Dedu educt for for omi omittting in R.C. R.C.C. C. work ork sm smoot ooth fi finis nishin hing of of the the exposed surface with 6mm thick cement mortar 1:3 (1 Cement : 3 fine sand) Extr Extra a for for rend render erin ing g smo smoot oth h the the top top of of sus suspe pend nded ed floo floors rs,, lan landi ding ngs s and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand) including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps including subs subseq eque uent nt remo remova vall and and clea cleani ning ng of the the same same.. Prov Provid idin ing g and and fill fillin ing g in posi positi tion on bitu bitume men n mix mix fill filler er of Prop Propor orti tion on 80 kg. of hot bitumen, bitumen, 1 kg. of cement and 0.25 cubic cubic metre of depth per coarse sand for expansion joints. DESIGN MIX CONCRETE Prov Provid idin ing g and and layi laying ng in posi positi tion on mach machin ine e batc batche hed, d, mach machin ine e mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement. including
Unit Unit
Quin Quinta tals ls
Bags Bags
cum
3.8000 3.8000
7.60 7.60
cum cum
3.49 3.4900 00
6.98 6.98
cum
3.80 3.8000 00
7.60 .60
cum
4.7300
9.46
sqm sqm sqm
1.6400 1.6400 1.6400
3.28 3.28 3.28
cum
3.2000 3.2000
6.40 6.40
cum cum
3.20 3.2000 00
6.40 6.40
100 sqm
3.6700
7.34
100s 100sqm qm per per cm
4.1 4.170 700 0
8.34 8.34
0.0003
0.00
cm width per 100m
Code
Description Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410kg. of cement per cum of concrete. All work up to floor V level. 5.34 Add or deduct for providing richer or leaner mixes respectively at all floor levels. 5.34.1 Providing M-30 grade concrete by using 420kg of cement per cum of concerete instead of M-25 grade B.M.C/ R.M.C.. 5.34.2 Providing M-35 grade concrete by using 428kg of cement per cum of concerete instead of M-25 grade B.M.C./ R.M.C... 5.34.3 Providing M-40 grade concrete by using 435kg of cement per cum of concrete instead of M-25 grade B.M.C./ R.M.C.. 5.36 Providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape for floors and roofs in 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 10mm nominal size) including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. 5.37 Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete by using 410kg of cement per cum of concrete. All works up to floor V level. * Actual weight for design mix will be worked out taking into consideration the cement requirement as per particular mix design. 6.0 BRICK WORK 6.1 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 6.2 Brick work with modular bricks of class designation 75 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 6.2.2 6.3
6.3.1 6.3.2 6.4
6.4.1 6.4.2 6.7
Unit
Quintals
Bags
cum
4.1000
8.20
cum
0.1000
0.20
cum
0.1800
0.36
cum
0.2500
0.50
cum
4.1600
8.32
cum
4.1000
8.20
cum cum
0.9500 0.6250
1.90 1.25
cum
0.9500
1.90
Cement Mortar 1:6 (1 cement : 6 coarse sand). Brick work with machine moulded perforated bricks of class designation 125 conforming to IS: 2222 -1991 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S. bricks. With Modular bricks.
cum
0.6250
1.25
cum cum
0.6250 0.6250
1.25 1.25
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) Cement mortar 1:6 (1 cement : 6 coarse sand)
cum cum
0.9500 0.6250
1.90 1.25
Providing half brick masonry with F.P.S. bricks of class designation 75 in cement mortar 1:3 (1 Cement : 3 coarse sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall
100
Code 6.8 6.9
6.1
6.12 6.12.1 6.12.2 6.13 6.13.1 6.13.2 6.16 6.16.1 6.16.2 6.17
6.18 6.2
6.21
6.22
6.23
6.26
6.27
6.28
6.29
6.3
Description complete with 10 cm / 11.4 cm wide bitumen felt type 3 grade 1. Brick work 7 cm thick with F.P.S. brick of class designation 75 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure. Brick work in plain arches in superstructure including centering and shuttering complete for span up to 6 metres with F.P.S. brick of class designation 75 in cement mortar 1:3 (1 cement : 3 coarse sand). Brick work in gauged arches in superstructure in cement mortar 1:3 (1 cement : 3 coarse sand) including centering and shuttering complete, for span up to 6 meters with F.P.S. brick of class designation 75. HALF BRICK MASONRY Half brick masonry with F.P.S. brick of class designation 75 in foundations and plinth in. Cement mortar 1:3 (1 cement : 3 coarse sand) cement mortar 1:4 (1 cement : 4 coarse sand) Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand) Cement mortar 1:4 (1 cement :4 coarse sand) BRICK TILE WORK Tile brick masonry with tile bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Cement mortar 1:6 (1 cement : 6 coarse sand). Tile brick masonry with machine moulded tile bricks of class designation 125 conforming to IS : 2690 (Part I) - 1993 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). Tile brick masonry with tile brick of class designation 100 in superstructure above Plinth level up to floor V level. Tile brick masonry with tile bricks of class designation 100 in plain arch work in superstructure in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and shuttering complete. Tile brick masonry with tile bricks of class designation 100 in gauged arch work in superstructure in cement mortar 1:4 (1 cement : 4 coarse sand) including centring and shuttering complete. Tile brick masonry work 5 cm thick with tile bricks of class designation 100 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure. HONEY COMB WORK Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand). EXPOSED BRICK WORK Brick work with selected F.P.S. bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) Brick work with modular bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand). Brick work with machine moulded modular bricks of class designation 125 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand). Brick work with machine moudled F.P.S. bricks of class designation 125 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) Brick work with machine moudled perforated F.P.S. bricks of class designation 125 conforming IS : 2222-1991 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand).
Unit metre
Quintals 3.8600
Bags 7.72
9.2300
18.46
cum
1.2800
2.56
cum
1.2800
2.56
100 sqm 100 sqm
14.2800 10.6400
28.56 21.28
100 sqm 100 sqm
14.2800 10.6400
28.56 21.28
cum cum
1.5200 1.0000
3.04 2.00
cum
1.0000
2.00
cum
1.0000
2.00
cum
1.3300
2.66
cum
1.3300
2.66
100 sqm
7.6500
15.30
100 sqm
6.5600
13.12
cum cum
0.6250 0.5500
1.25 1.10
cum
0.5500
1.10
cum
0.6250
1.25
cum
0.6250
1.25
Code 6.31
Description Brick work with machine moulded perforated modular bricks of class designation 125 conforming to IS : 2222 -1991 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand). 6.32 Brick work with clay flyash F.P.S. brick of class designation 75 in superstructure above plinth level up to floor five level in : 6.32.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 6.34 Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 100 average compressive strength in super structure above plinth level up to floor V level in : 6.34.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) 6.35 Brick work with modular calcium silicate bricks machine moulded conforming to IS:4139-1989, class designation 100 average compressive strength in super structure above plinth level up to floor V level in : 6.35.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 6.35.3 Cement mortar 1:6 (1 cement : 6 Coarse sand) 6.36 Brick work with modular extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 - 1988) in foundation and plinth : 6.36.1 Cement Mortar 1:4 ( 1 cement : 4 coarse sand) 6.37 Brick work with modular extruded burnt fly ash clay sewer bricks (conforming to IS : 4885-1988) in arches in foundation and plinth in cement mortar 1:3 ( 1 cement : 3 fine sand). 6.38 Providing and laying autoclaved aerated cement blocks masonry with 100mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ) The rate includes providing and placing in position 2 Nos. 6 mm dia M.S. bars at every third course of masonry work. 6.42 Brick work with mechanized autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level up to floor V level in. 6.42.1 Cement mortar 1:4 (1 cement :4 coarse sand) 6.42.2 Cement mortar 1:6 (1 cement :6 coarse sand). 7.0 STONE WORK RANDOM RUBBLE MASONRY 7.1 Random r ubble m asonry w ith h ard stone in foundation a nd plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) COURSED RUBBLE MASONRY 7.6 Coursed rubble masonry (f irst sort) with hard stone in foundation and plinth with : 7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 7.7 Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : 7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand) ASHLAR MASONRY 7.12 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.12.1 One face dressed. 7.12.1.1 Red sand stone 7.12.1.2 White sand stone 7.12.2 Both face dressed. 7.12.2.1 Red sand stone. 7.12.2.2 White sand stone 7.13 Stone work plain ashlar in arches in cement mortar 1:3 (1 cement : 3 coarse sand) including centring, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.13.1 Red sand stone
Unit
Quintals
Bags
cum
0.5500
1.10
cum cum
0.9500 0.6250
1.90 1.25
cum cum
0.8360 0.5500
1.67 1.10
cum cum
0.8360 0.5500
1.67 1.10
cum
0.8360
1.67
cum
1.2750
2.55
cum
0.5700
1.14
cum cum
0.9500 0.6250
1.90 1.25
cum
0.8250
1.65
cum
0.7500
1.50
cum
0.7500
1.50
cum cum
0.5400 0.5400
1.08 1.08
cum cum
0.5400 0.5400
1.08 1.08
cum
1.0700
2.14
Code 7.13.2 7.14
7.14.1 7.14.2 7.15
7.15.1 7.15.1.1 7.15.1.2 7.15.2 7.15.2.1 7.15.2.2 7.2
7.20.1 7.20.2 7.23
7.23.1 7.23.1.1 7.23.1.2 7.23.1.3 7.23.1.4 7.23.1.5 7.23.2 7.23.2.1 7.23.2.2 7.23.2.3 7.23.2.4 7.23.2.5 7.23.3 7.23.3.1 7.23.3.2 7.23.3.3 7.23.3.4 7.23.3.5 7.23.4 7.23.4.1 7.23.4.2 7.23.4.3 7.23.4.4 7.23.4.5 7.25
Description White sand stone Stone work plain ashlar in domes in cement mortar 1:3 (1 cement : 3 coarse sand) including centring, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone White sand stone Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1 white cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone. One faced punched. Double faced punched. White sand stone. Single face punched. Double faced punched. SUNK, MOULDED, CARVED ASHLAR MASONRY Stone work sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone White sand stone MISCELLANEOUS STONE WORK Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 70 mm thick. 60 mm thick. 50 mm thick. 40 mm thick. 30 mm thick. Red sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick 60 mm thick 50 mm thick 40 mm thick 30 mm thick White sand stone - exposed face fine dressed with rough backing . 70 mm thick. 60 mm thick. 50 mm thick. 40 mm thick. 30 mm thick. White sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick. 60 mm thick. 50 mm thick. 40 mm thick. 30 mm thick. Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever
Unit cum
Quintals 1.0700
Bags 2.14
cum cum
1.0700 1.0700
2.14 2.14
cum cum
0.5400 0.5400
1.08 1.08
cum cum
0.5400 0.5400
1.08 1.08
cum cum
0.5400 0.5400
1.08 1.08
100sqm 18 + 1.56* 100sqm 100sqm 100sqm 100sqm
18 18 18 18
+ + + +
1.56* 1.56* 1.56* 1.56*
100sqm 100sqm 100sqm 100sqm 100sqm
18 18 18 18 18
+ + + + +
1.56* 1.56* 1.56* 1.56* 1.56*
100sqm 100sqm 100sqm 100sqm 100sqm
18 18 18 18 18
+ + + + +
1.56* 1.56* 1.56* 1.56* 1.56*
100sqm 100sqm 100sqm 100sqm 100sqm
18 18 18 18 18
+ + + + +
1.56* 1.56* 1.56* 1.56* 1.56*
18.36 3.12
Code 7.26
7.27
7.28
7.28.1 7.28.1.1 7.28.2 7.28.2.1 7.29
7.29.1 7.29.2 7.3
7.31
7.32
7.32.1 7.32.2 7.36
7.37
7.37.1 7.37.1.1 7.38
7.38.1
Description required. Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases. Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases. Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in each stone and supported on and including with bricks cove of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade: Red sand stone: With F.P.S Bricks White sand stone: With F.P.S. bricks Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade: : Red sand stone White sand stone 30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand) including finishing complete. Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design. Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone White sand stone Wall lining butch work upto 10m height with red/ white sand stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75mm and by providing layer of 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-incharge. Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust) including rubbing and polishing complete. (To be secured to the backing by means of cramps which shall be paid for separately) Kota stone slabs exposed face dressed and rubbed. 25 mm thick. Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge)
Unit kg
Quintals 0.0700
Bags 0.14
each
0.0070
0.01
each
0.0070
0.01
100sqm
5.5900
11.18
100sqm
5.5900
11.18
100sqm 94 + 0.03* 100sqm 94 + 0.03*
9.88 9.88
100sqm
2.1900
4.38
100nos
3.0200
6.04
cum cum
0.5400 0.5400
1.08 1.08
100sqm
15.5000 1.7000
31.00 3.40
100sqm
13.7440
27.49
Code 7.38.1.1
Description Granite stone of any colour and shade.
Unit
Quintals 10.4400 1.7000 10.4400 1.7000
Bags 20.88 3.40 20.88 3.40
0.1600
0.32
100sqm
8.6700 1.7000 8.6700 1.7000
17.34 3.40 17.34 3.40
100sqm 100sqm
5.7000 5.7000
11.40 11.40
100sqm 100sqm
5.7000 5.7000
11.40 11.40
100metre
1.2700
2.54
kg kg
0.0635 0.0701
0.13 0.14
sqm 7.38.1.2
Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble. STONE WORK IN DRY CLADDING 7.41 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing including cost of cutting, bending, welding etc. The frame work shall be supported in wall with the help of MS brackets/ lugs of angle iron/ f lats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of size 300x230x300mm including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid.) * White cement 8.0 MARBLE WORK 8.1 Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid f or separately). 8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble. 8.1.1.1 Area of slab upto 0.50 sqm
sqm
100kg
100sqm 8.1.1.2
Area of slab over 0.50 sqm
8.2
Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble. Area of slab upto 0.50 sqm. Area of slab over 0.50 sqm. Granite of any colour and shade Area of slab upto 0.50 sqm Area of slab over 0.50 sqm. Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. Providing and fixing cramps of required size & shape in RCC/ CC backing with cement mortar 1:2 ( 1 cement :2 coarse sand) including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Gunmetal cramps. Stainless steel cramps. Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
8.2.1 8.2.1.1 8.2.1.2 8.2.2 8.2.2.1 8.2.2.2 8.4
8.7
8.7.1 8.7.2 8.9
Code 8.9.1 8.9.1.1 8.9.1.2
Description 8mm thick. Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble. Granite of any colour and shade.
* White cement 9.0 WOOD AND P.V.C. WORK MISCELLANEOUS – WOOD WORK 9.32 Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making good the walls etc. 9.34 Providing and fixing 2nd class teak wood plain lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface. 9.34.1 40 mm thick. 9.34.2 25 mm thick. 9.34.3 20 mm thick 9.34.4 12 mm thick 9.42 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type ) curtain rod with nickel plated brackets including fixing with 25x3 mm M.S. flat 10 cm long and rawl plugs 50 mm long (designation 10 no.) etc all complete 9.43 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842 - 2000, including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm dia (heavy type) curtain rod with nickle plated brackets including fixing with 25x3 mm M.S. Flat 10 cm long and rawl plug 50 mm long (designation 10 No.) etc., all complete 9.46 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete : 9.46.1 12 mm dia. 9.46.2 20 mm dia. 9.46.3 25 mm dia. 9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 9.47.1 20 mm dia (heavy type) 9.47.2 25 mm dia (heavy type) 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in 100nos cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 10.0 STEEL WORK 10.4 Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece. 10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover. 10.1 Fixing standard steel glazed doors, windows and ventilators in walls
Unit
Quintals
Bags
100sqm
10.4400 1.9000 10.4400 1.9000
20.88 3.80 20.88 3.80
100nos
0.0100
0.02
100sqm 100sqm 100sqm 100sqm
0.0550 0.0550 0.0550 0.0550
0.11 0.11 0.11 0.11
100metre
0.0100
0.02
100metre
0.0100
0.02
100metre 100metre 100metre
0.0100 0.0100 0.0100
0.02 0.02 0.02
100metre 100metre
0.0100 0.0100
0.02 0.02
1.1000
2.20
100sqm
0.3500
0.70
100sqm
0.3500
0.70
100sqm
0.3500
0.70
100sqm 100sqm 100sqm
0.3500 0.3500 0.3500
0.70 0.70 0.70
100sqm
Code
Description with 15x3mm lugs 10 cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws (only steel windows with lugs, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.) 10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. 10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers. 11.0 FLOORING 11.1 Brick on edge flooring with bricks of class designation 75 including cement slurry etc. complete in cement mortar with F.P.S. bricks: 11.1.1 1:4 (1 cement : 4 coarse sand) 11.1.2 1:6 (1cement : 6 coarse sand) 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40mm thick with 20mm nominal size stone aggregate. 11.4 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume .hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 11.5 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 11.6.1 18 mm thick. 11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing
Unit
Quintals
Bags
100kg
0.1300
0.26
100kg
0.1300
0.26
100kg
0.1100
0.22
100kg
0.2800
0.56
sqm sqm
0.1850 0.1285
0.37 0.26
sqm
0.1700
0.34
sqm
0.2310
0.46
sqm
0.2630
0.53
sqm
0.1400
0.28
Code
11.9
11.9.1 11.9.2
Description complete. TERRAZO FLOORING 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm 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 including cement slurry etc. complete : Dark shade pigment with ordinary cement. Light shade pigment with white cement .
Unit cum
Quintals 3.2000
Bags 6.40
sqm
0.1695 0.1290 0.0405 0.1492
0.34 0.26 0.08 0.30
0.0202 0.1290 0.0202 0.1695 0.1695
0.04 0.26 0.04 0.34 0.34
0.1783 0.1205 0.0578 0.1494 0.0289 0.1205 0.0578 0.1783 0.1783
0.36 0.24 0.12 0.30 0.06 0.24 0.12 0.36 0.36
0.1907 0.1097 0.0810 0.1502 0.0405 0.1097 0.0810 0.1097 0.1097
0.38 0.22 0.16 0.30 0.08 0.22 0.16 0.22 0.22
0.1292 0.0887 0.0405 0.1090 0.0203
0.26 0.18 0.08 0.22 0.04
0.1090
0.22
sqm 11.9.3
Medium shade pigment with 50% white cement and 50% ordinary cement.
11.9.4
White cement without any pigment.
11.9.5 11.9.6 11.1
Light shade pigment with ordinary cement. Ordinary cement without any pigment. 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4mm to 7mm 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 : 7 marble chips) by volume including cement slurry etc. complete. Dark shade pigment with Ordinary cement. Light shade pigment with white cement.
sqm
11.10.1 11.10.2
sqm sqm sqm
sqm sqm
11.10.3 11.10.4 11.10.5 11.10.6 11.11
11.11.1 11.11.2
Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc. complete : Dark shade pigment with ordinary cement. Light shade pigment with white cement.
sqm sqm sqm sqm
sqm sqm
11.11.3 11.11.4 11.11.5 11.11.6 11.12
11.12.1 11.12.1.1 11.12.1.2
Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. Marble chips skirting (upto 30 cm height) rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm 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 : 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 coarse sand) : Dark shade pigment with ordinary cement. Light shade pigment with white cement.
sqm sqm sqm sqm
sqm sqm
11.12.1.3
11.12.1.4
Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment.
sqm
Code
Description
11.12.1.5 11.12.1.6 11.15
Light shade pigment with ordinary cement. Ordinary cement without any pigment. Crazy marble stone flooring including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume) and under layer 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) rubbing, polishing and cement slurry etc. complete : 18 mm thick crazy marble stone white, black or as specified. TILE FLOORING Precast terrazo tiles 22mm thick with graded marble chips of size upto 12mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade using white cement. Medium shade using 50%white cement and 50% ordinary cement.
11.15.1
11.16
11.16.1 11.16.2
11.16.3 11.16.4 11.18
11.18.1 11.18.2
11.18.3 11.18.4 11.19
11.19.1 11.19.2
Dark shade using ordinary cement. Ordinary cement without any pigment. Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : Light shade using white cement. Medium shades using 50% white cement and 50% ordinary cement. Dark shade using ordinary cement. Ordinary cement without any pigment. Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade using white cement. Medium shade using 50% white cement, 50% ordinary cement.
11.19.3 11.19.4
Dark shade using ordinary cement. Ordinary cement without any pigment.
11.2
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade using white cement.
11.20.1 11.20.2
Medium shade using 50% white cement 50% Grey cement.
11.20.3 11.20.4 11.21
Dark shade using ordinary cement. Ordinary cement without any pigment. Providing and fixing 10mm thick acid and or alkali resistant tiles of approved make and colour using acid and or alkali resisting mortar bedding and joints filled with acid and or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). Acid and alkali resistant tile. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). Acid and alkali resistant tile. Tile work in skirting, risers of steps and dado (upto 2 m height) over 12
11.21.1 11.21.1.1 11.21.2 11.21.2.1 11.22
Unit sqm sqm sqm
Quintals 0.0405 0.1292 0.1292
Bags 0.08 0.26 0.26
0.1200 0.0405
0.24 0.08
sqm
0.0895 0.0917
0.18 0.18
sqm sqm sqm
0.0220 0.0939 0.0939
0.04 0.19 0.19
sqm
0.0734 0.1064
0.15 0.21
sqm sqm sqm
0.0330 0.1394 0.1394
0.07 0.28 0.28
sqm
0.0895 0.0917
0.18 0.18
sqm sqm sqm
0.0240 0.0939 0.0939
0.05 0.19 0.19
sqm
0.1291 0.0660 0.1621
0.26 0.13 0.32
sqm sqm sqm
0.0330 0.1951 0.1951
0.07 0.39 0.39
sqm
0.0786
0.16
sqm
0.0862
0.17
sqm * White
Code
11.22.1 11.22.1.1
11.23
11.26
11.26.1 11.27
11.28
11.29
11.3
11.36
11.37
11.38
11.39
11.4
Description mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar. 8 mm thick. STONE FLOORING Marble stone flooring with 18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. SAND STONE FLOORING 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. 40 mm thick fine dressed stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar CERAMIC GLAZED TILES Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except bergundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete. Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete. VITRIFIED FLOOR TILES
Unit
Quintals
Bags
sqm
0.1044
0.21
sqm
0.1351
0.27
sqm
0.1491
0.30
sqm
0.1374
0.27
sqm
0.0775
0.16
sqm
0.0931
0.19
sqm
0.0931
0.19
sqm
0.1242
0.25
sqm
0.1242
0.25
sqm
0.1242
0.25
sqm
0.1242
0.25
sqm
0.1242
0.25
Code 11.41
Description Providing and laying polished vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. * White cement 12.0 ROOFING 12.16 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : 12.16.1 With F.P.S. brick tiles 12.17 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25mm thick mud mortar with bhusha at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded tile bricks of class designation 125 conforming to IS : 2690 (Part I) -1992 grouted with cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral water proofing compound by weight of cement and finished neat. 12.17.1 With machine moulded F.P.S. brick tiles 12.19 Providing and laying brick tiles of class designation 100 over mumty roofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat : 12.19.1 With F.P.S. brick tiles 12.2 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 12.21.1 In 75x75mm deep chase 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 nominal 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. 12.23 Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens (Karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : 12.23.1 Red sand stone slab 12.23.1.1 40 to 50 mm thick 12.23.2 White sand stone slab : 12.23.2.1 40 to 50 mm thick 12.42 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : 12.42.1 100 mm diameter 12.42.2 150 mm diameter 13.0 FINISHING CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement : 4 fine sand) 13.1.2 1:6 (1 cement : 6 fine sand) 13.2 15 mm cement plaster on the rough side of single or half brick wall of 13.2.1 1:4 (1 cement : 4 fine sand) 13.2.2 1:6 (1 cement : 6 fine sand)
Unit
Quintals
Bags
sqm
0.1242
0.25
100sqm
3.1100
6.22
100sqm
3.1100
6.22
100sqm
9.1300
18.26
100sqm
19.7600
39.52
metre
0.0310
0.06
each
0.0600
0.12
100sqm
0.7400
1.48
100sqm
0.7400
1.48
each each
0.0050 0.0050
0.01 0.01
100sqm 100sqm
5.4700 3.6000
10.94 7.20
100sqm 100sqm
6.5400 4.3000
13.08 8.60
sheet
Code 13.3 13.3.1 13.3.2 13.4 13.4.1 13.4.2 13.5 13.5.1 13.5.2 13.6 13.6.1 13.6.2 13.7 13.7.1 13.7.2 13.8 13.8.1 13.8.2 13.9 13.1
13.11
13.12
13.13 13.14 13.15 13.16 13.16.1 13.17
13.18 13.19
13.19.1 13.2
13.28 13.28.1 13.28.2
Description 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) 1:6 (1 cement : 6 fine sand) CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 1:6 (1 cement : 6 coarse sand) 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement : 4 coarse sand) 1:6 (1 cement : 6 coarse sand) 20 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 1:6 (1 cement : 6 coarse sand) CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 fine sand) 1:4 (1 cement : 4 fine sand) 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 fine sand) 1:4 (1 cement : 4 fine sand) 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. CEMENT PLASTER IN TWO COATS 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement : 6 fine sand). 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. 12 mm cement plaster 1:2 (1 cement : 2 stone dust) 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall. 20 mm cement plaster 1:2 (1 cement : 2 stone dust) 6 MM CEMENT PLASTER 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. Neat cement punning ROUGH CAST PLASTER Rough cast plaster upto 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Ordinary cement finish using ordinary cement PEBBLE DASH PLASTER Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. PLAIN CEMENT MORTAR BANDS 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) : Flush Band Sunk Band
Unit
Quintals
Bags
100sqm 100sqm
8.5100 5.6000
17.02 11.20
100sqm 100sqm
5.4700 3.6000
10.94 7.20
100sqm 100sqm
6.5400 4.3000
13.08 8.60
100sqm 100sqm
8.5100 5.6000
17.02 11.20
100sqm 100sqm
9.5400 7.6700
19.08 15.34
100sqm 100sqm
10.9700 8.7400
21.94 17.48
100sqm
9.5400
19.08
100sqm
10.9700
21.94
100sqm
6.2600
12.52
100sqm 100sqm
8.1300 9.7900
16.26 19.58
100sqm 100sqm
11.7000 15.2300
23.40 30.46
100sqm
3.6700
7.34
100sqm 100sqm
5.8700 2.2000
11.74 4.40
100sqm
11.5900
23.18
100sqm
11.5900
23.18
0.0530
0.11
0.0530
0.11
100metre 1cm wide 100metre 1cm wide
Code 13.28.3
Description Raised Band
13.28.4
Moulded Band
13.29 13.29.1
18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand): Flush Band
13.29.2
Sunk Band
13.29.3
Raised Band
13.29.4
Moulded Band
13.3
18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6mm thick with cement mortar 1:4 (1 cement : 4 fine sand). POINTING OF BRICK WORK Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing. Raised and cut pointing POINTING ON TILE BRICK WORK Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) : Flush/ Ruled/ Struck or weathered pointing POINTING ON STONE WORK Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled pointing
13.31 13.31.1 13.31.2 13.32 13.32.1 13.33 13.33.1 13.33.2 13.34
Raised and cut pointing Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3 marble dust) 13.35 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand): 13.35.1 Flush/ Ruled pointing 13.72 Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) f urrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). 14.0 REPAIR TO BUILDING 14.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. meters and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : 14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) 14.1.2 With cement mortar 1:4 (1 cement : 4 coarse sand). 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding hold fasts in cement concrete blocks with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead : 14.2.1 Door chowkhats 14.2.2 Window chowkhats 14.2.3 Clerestory window chowkhats 14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. 14.13 Regrading terracing of mud phaska covered with tiles or brick, in
Unit 100metre 1cm wide 100metre 1cm wide
Quintals
Bags
0.0530
0.11
0.0530
0.11
100metre 1cm wide 100metre 1cm wide 100metre 1cm wide 100metre 1cm wide
0.0760
0.15
0.0760
0.15
0.0760
0.15
0.0760
0.15
100metre 1cm wide
0.0700
0.14
100sqm 100sqm
1.5300 2.0400
3.06 4.08
100sqm
2.3500
4.70
100sqm
1.1700
2.34
100sqm
2.3500
4.70
100sqm
2.3500
4.70
100sqm
0.6800
1.36
100sqm
17.4720
34.94
100sqm 100sqm
6.9500 6.9500
13.90 13.90
each each each
0.1200 0.0600 0.0300
0.24 0.12 0.06
each
0.0160
0.03
Code
Description cement by dismantling tiles or bricks, removing mud plaster preparing the surface of mud phaska to proper slope relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. 14.14 Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead : 14.14.1 Red/ white sand stone slabs 30 to 50 mm thick. 14.15 Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.15.1 Sal wood battens. 14.16 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.16.1 Not exceeding 4.00 metres in length. 14.16.1.1 Sal wood beams 14.16.1.2 Hollock wood beams 14.16.2 Above 4.00 metres and upto 5.00 metres length. 14.16.2.1 Sal wood beams 14.16.2.2 Hollock wood beams 14.18 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : 14.18.1 With F.P.S. brick tiles 14.18.2 With modular brick tiles 16.0 ROAD WORK FENCING 16.15 Supplying at site : 16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge including fixing (cost of earth works in excavation, concrete works to be paid separately). 16.23 Providing and fixing 15cm dia at top 20cm at bottom and 90cm high precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) boundary stone as per standard design including finishing smooth with cement mortar 1:3 (1 cement : 3 fine sand) (cost of excavation, refilling and concreting to be paid for separately). 16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately. 16.24.1 35x111x25 cm size. 16.24.2 50x152.5x25 cm size. 16.24.3 35x93.5x18 cm size. CONCRETE PAVEMENT 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. MISCELLANEOUS 16.49 Making bell mouth opening/ entrance of size 100x50x50cm for drainage pipe under footpath including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) for shape of bell mouth including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.
Unit
Quintals
Bags
100sqm
3.1100
6.22
100sqm
0.7800
1.56
cum
0.3600
0.72
cum cum
0.1300 0.1300
0.26 0.26
cum cum
0.1300 0.1300
0.26 0.26
100sqm 100sqm
0.7600 0.7600
1.52 1.52
cum
4.0000
8.00
each
0.0820
0.16
each each each
0.3700 0.6980 0.2300
0.74 1.40 0.46
cum
3.2000
6.40
10 nos
6.6000
13.20
Code 16.52
Description Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1lime : 2 fly ash : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including finishing with 10mm thick cement mortar 1:3 (1 cement : 3 coarse sand) in foot paths including preparation of sub grade with a hand rammer, laying 10 mm thick leveling course of fine sand (jamuna sand) and filling the joints with fine sand. NEW ITEMS/ MODIFIED ITEMS 16.63 Providing and laying and making kerb channel 30cm wide and 50mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 16.67 Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50mm (HPL or equivalent ) including reinforcement with 6mm dia M.S. bars 4 nos on each side including setting in position in footpath to the required level and line over a bed of 20mm average thick cement mortar (1 cement : 3 coarse sand ) having thickness not more than 5mm except on curve including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured payment ). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 17.0 SANITARY INSTALLATIONS 17.1/17.2/ Fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. 17.3 flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required 17.4 Fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern. 17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 17.4.3 Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern. 17.4.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. 17.5 Fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. 17.5.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. 17.5.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. 17.5.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. 17.6 Fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and
Unit
Quintals
Bags
sqm
0.0500
0.10
metre
0.1100
0.22
100sqm
7.7500
15.50
cum
0.0500
0.10
each
0.0500
0.10
each
0.0250
0.05
each
0.0400
0.08
each
0.0670
0.13
each
0.0950
0.19
each
0.0510
0.10
each
0.1020
0.20
each
0.1530
0.31
each
0.2030
0.41
Code
Description cutting and making good the walls and floors etc. wherever required : 17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern. 17.6.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern. 17.6.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern. 17.6.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern. 17.7 Fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls 17.8 Fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 17.9/17.10/ Fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber 17.11 plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls 17.12 Fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls 17.13 Fixing White vitreous china water closet squatting pan (Indian type) 17.17 Fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet 17.23 Fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively. 17.24 Fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 17.25 Fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 17.26/17.27 Fixing kitchen sink including making all connections excluding cost of fittings. 17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : 17.59 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter 100, 75 or 50 mm 17.6 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.1 100 mm inlet and 100 mm outlet 17.60.2 100 mm inlet and 75 mm outlet 17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) 17.61.1 100 mm dia. 17.61.2 17.61.3
75 mm dia. 50 mm dia.
18.0 WATER SUPPLY 18.1/18.4/ Providing and fixing G.I./ PE-AL-PE/ PP-R pipes complete with fittings and clamps, including cutting and making good the walls etc. 18.7/18.10 Internal work – Exposed on wall. 18.10.1 15 mm dia. nominal bore 18.10.2 20 mm dia. nominal bore 18.10.3 25 mm dia. nominal bore 18.10.4 32 mm dia. nominal bore 18.10.5 40 mm dia. nominal bore 18.10.6 50 mm dia. nominal bore 18.2/18.5/ Concealed pipes including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 18.8/18.11 18.32 Constructing masonry Chamber 30x30x50 cm, inside with 75 class
Unit
Quintals
Bags
each
0.0510
0.10
each
0.1020
0.20
each
0.1530
0.31
each
0.2030
0.41
each
0.0250
0.05
each
0.0160
0.03
each
0.0250
0.05
each each
0.0140 0.0250
0.03 0.05
each
0.0250
0.05
each
0.0100
0.02
each
0.0200
0.04
each
0.0150
0.03
each
0.0150
0.03
each
0.0050
0.01
each
0.0050
0.01
each each
0.0250 0.0250
0.05 0.05
5.4000
10.80
3.7000
7.40
1.8700
3.74
0.0500 0.0600 0.0700 0.0750 0.0800 0.0800 0.8800
0.10 0.12 0.14 0.15 0.16 0.16 1.76
100 metre 100 metre 100 metre
metre metre metre metre metre metre metre
Code
18.32.1 18.33
18.33.1 18.34
18.34.1 18.35
18.35.1 18.36
18.36.1 18.37
18.37.1 18.76 18.76.1 18.77
Description designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks Constructing masonry Chamber 60x45x50 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks Cutting holes up to 30x30 cm in walls including making good the same: With F.P.S. bricks Cutting holes up to 15x15cm in R.C.C. floors and roofs for passing
Unit
Quintals
Bags
each
0.2600
0.52
each
1.4400
2.88
each
2.4800
4.96
each
3.5000
7.00
each
1.3000
2.60
each
1.3400
2.68
100 nos.
2.9200
5.84
Code
Description drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. 18.78 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 18.79 Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) including disposal of malba. 19.0 DRAINAGE 19.1 Jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 19.1.1 100 mm diameter 19.1.2 150 mm diameter 19.1.3 200 mm diameter 19.1.4 230 mm diameter 19.1.5 250 mm diameter 19.1.6 300 mm diameter 19.2 Laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 19.2.1 100 mm diameter S.W. pipe 19.2.2 150 mm diameter S.W. pipe 19.2.3 200 mm diameter S.W. pipe 19.2.4 230 mm diameter S.W. pipe 19.2.5 250 mm diameter S.W. pipe 19.3 Laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.1 100 mm diameter S.W. pipe 19.3.2 150 mm diameter S.W. pipe 19.3.3 200 mm diameter S.W. pipe 19.3.4 230 mm diameter S.W. pipe 19.3.5 250 mm diameter S.W. pipe 19.3.6 300 mm diameter S.W. pipe 19.4 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.4.1 100x100 mm size P type 19.4.2 150 x 100 mm size P type. 19.4.3 180x150 mm size P type 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 19.6.1 100 mm dia. R.C.C. pipe 19.6.2 150 mm dia. R.C.C. pipe 19.6.3 250 mm dia. R.C.C. pipe 19.6.4 300 mm dia. R.C.C. pipe 19.6.5 450 mm dia. R.C.C. pipe 19.6.6 500 mm dia. R.C.C. pipe 19.6.7 600 mm dia. R.C.C. pipe 19.6.8 700 mm dia. R.C.C. pipe 19.6.9 800 mm dia. R.C.C. pipe 19.6.10 900 mm dia. R.C.C. pipe 19.6.11 1000 mm dia. R.C.C. pipe 19.6.12 1100 mm dia. R.C.C. pipe 19.6.13 1200 mm dia. R.C.C. pipe 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4
Unit
Quintals
Bags
100 nos.
0.7000
1.40
100 metre
0.8800
1.76
100 metre
4.9000
9.80
100 100 100 100 100 100
metre metre metre metre metre metre
2.1700 3.2300 4.3300 4.8700 5.4000 6.4700
4.34 6.46 8.66 9.74 10.80 12.94
100 metre 100 metre 100 metre 100 metre 100 metre
19.2400 23.5300 27.4300 30.0300 31.7200
38.48 47.06 54.86 60.06 63.44
100 100 100 100 100 100
9.1400 14.8200 17.4200 19.1100 20.2800 23.4000
18.28 29.64 34.84 38.22 40.56 46.80
0.2700 0.2600 0.2500
0.54 0.52 0.50
0.5000 0.6000 0.9000 1.1000 2.4000 2.6000 3.2000 3.7000 4.2000 4.9000 5.5000 6.1000 6.8000
1.00 1.20 1.80 2.20 4.80 5.20 6.40 7.40 8.40 9.80 11.00 12.20 13.60
metre metre metre metre metre metre
each each each
100 100 100 100 100 100 100 100 100 100 100 100 100
metre metre metre metre metre metre metre metre metre metre metre metre metre
Code
19.7.1 19.7.2 19.7.3 19.8 19.8.1 19.8.2 19.9
19.9.1 19.1 19.11
19.11.1 19.12 19.13
19.13.1 19.14 19.15
19.16
19.17
Description (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, Extra for depth for manholes Size 90x80 cm Size 120x90 cm Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter ) : Extra depth for circular type manhole 0.91m internal dia (at bottom) with beyond 0.91m to 1.67m Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 2.30m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560mm internal diameter Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks
Unit
Quintals
Bags
each
2.9200
5.84
each
4.7300
9.46
each
4.7300
9.46
metre metre
1.2600 1.5200
2.52 3.04
each
2.7500
5.50
metre
3.6100
7.22
each
5.3900
10.78
metre
6.2700
12.54
each
10.8600
21.72
metre
16.7100
33.42
100 nos.
0.8800
1.76
100 nos
1.9800
3.96
Code
19.19 19.19.1 19.19.1.1 19.19.1.2 19.19.1.3 19.19.2 19.19.2.1 19.19.2.2 19.19.3 19.19.3.1 19.19.4 19.19.4.1 19.21
19.21.1 19.21.2 19.21.3 19.22
19.22.1 19.22.2 19.23 19.23.1 19.23.2 19.27
19.28
19.29
19.3
19.30.1
Description 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) : Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450mm internal dimensions Square shape 450mm internal dimensions Circular shape 450mm internal diameter M D - 10 Square shape 450mm internal dimension Circular shape 500mm internal diameter H D - 20 Circular shape 560 mm internal diameter EHD - 35 Circular shape 560 mm internal dia. Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 230 mm diameter For pipes 250 to 300 mm diameter For pipes 350 to 450 mm diameter Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centring and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 100 mm dia. sand cast iron drop connection 150 mm dia. sand cast iron drop connection Extra for depths beyond 60 cm of sand cast iron drop connection complete : For 100 mm dia. sand cast iron drop connection For 150 mm dia. sand cast iron drop connection Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
Unit
Quintals
Bags
100 nos
0.8800
1.76
each each each
0.1280 0.0960 0.0960
0.26 0.19 0.19
each each
0.1280 0.0960
0.26 0.19
each
0.0960
0.19
each
0.0960
0.19
each each each
0.0560 0.0950 0.1530
0.11 0.19 0.31
each each
0.3400 0.4600
0.68 0.92
metre metre
0.2100 0.2600
0.42 0.52
each
0.9300
1.86
each
0.8200
1.64
each
1.6600
3.32
each
0.9000
1.80
Code 19.30.2
Description Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : 19.30.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : 19.31 Extra for depth beyond 45 cm of brick masonry chamber : 19.31.1 For 455x610 mm size 19.31.2 For 500x700 mm size 19.31.3 For 600x850 mm size 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.34 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 19.34.1 100 mm dia 19.34.2 150 mm dia 20.0 PILE WORK 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1 400 mm dia piles 20.1.2 450 mm dia piles 20.1.3 500 mm dia piles 20.1.4 550 mm dia piles 20.1.5 750 mm dia piles. 20.1.6 1000 mm dia piles. 20.1.7 1200 mm dia piles. 20.1.8 1500 mm dia piles. 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.1 300 mm dia piles 20.2.2 400 mm dia piles 20.2.3 450 mm dia piles 20.2.4 500 mm dia. piles 20.2.5 600 mm dia piles 20.2.6 750 mm dia piles. 20.2.7 1000 mm dia piles. 20.2.8 1200 mm dia piles. 20.2.9 1500 mm dia piles. 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 20.3.1 300 mm dia piles. 20.3.2 400 mm dia piles 20.3.3 450 mm dia piles 20.3.4 550 mm dia piles 20.4 Extra over item No. 20.3 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid). 20.4.1 300mm dia piles. 20.4.2 400mm dia piles. 20.4.3 450 mm dia piles. 20.4.4 550 mm dia piles.
Unit
Quintals
Bags
each
1.0200
2.04
each
1.2700
2.54
metre metre metre
0.8700 0.9500 1.1200
1.74 1.90 2.24
each
0.0720
0.14
each each
0.0130 0.0190
0.03 0.04
metre metre metre metre metre metre metre metre
0.5370 0.6810 0.8400 1.0170 1.8890 3.3600 4.8360 7.5610
1.07 1.36 1.68 2.03 3.78 6.72 9.67 15.12
metre metre metre metre metre metre metre metre metre
0.3020 0.5370 0.6810 0.8400 1.2090 1.8890 3.3600 4.8360 7.5610
0.60 1.07 1.36 1.68 2.42 3.78 6.72 9.67 15.12
metre metre metre metre
0.3330 0.6330 0.8160 1.0270
0.67 1.27 1.63 2.05
each each each each
0.1410 0.2700 0.3470 0.4370
0.28 0.54 0.69 0.87
Code 20.5
Description Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M 35 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40mm for grouting with cement sand grouting of mix 1:2 (1 cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). 20.5.1 400 mm dia piles. 20.5.2 450 mm dia piles. 20.5.3 500 mm dia piles. 20.5.4 550 mm dia piles. 20.5.5 750 mm dia piles. 20.5.6 1000 mm dia piles. 22.0 WATER PROOFING 22.1 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : i) Ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound . ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. 22.1.1 Using rough kota stone. 22.2 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : 22.2.1 Using rough Kota stone 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with i) water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) 22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and
Unit
Quintals
Bags
metre metre metre metre metre metre
0.6210 0.7840 0.9590 1.1680 2.6630 3.8390
1.24 1.57 1.92 2.34 5.33 7.68
sqm
0.3420
0.68
sqm
0.4430
0.89
sqm
0.1580
0.32
Code
Description sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of measurement the entire treated surface will be measured. 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. 22.14 Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 22.14.2 Cement mortar 1:3 (1 cement : 3 coarse sand) 22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand) 2.0 COEFFICIENT FOR BITUMEN CONSUMPTION SURFACE DRESSING 16.25 Surface dressing on new surface with paving bitumen of grade A-90/S-90 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete: 16.26 Surface dressing on new surface in two coats with bitumen of grade A90/S-90 of approved quality using 1.8kg.of bitumen per sqm with 1.5cum of stone chippings 13.2mm nominal size per 100 sqm of road surface for first coat and 1.1kg. of bitumen per sqm. with 1.00 cu. metre of stone chippings 11.2mm nominal size per 100 sqm. of road surface for second coat including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. 16.27 Surface dressing on old surface with hot bitumen of grade A-90/ S-90 of approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface
Unit
Quintals
Bags
sqm
0.0123
0.02
sqm
0.0195
0.04
sqm
0.3870
0.774
cum cum cum
3.2000 5.1000 3.8000
6.40 10.20 7.60
sqm
0.0225
0.05
sqm
0.0290
0.06
Code
16.28
16.28.1 16.29
16.29.1
16.3
16.30.1 16.30.2 16.31
16.31.1 16.31.2 16.32
16.32.1 16.32.2 16.32.3 16.33
16.33.1 16.33.2 16.33.3 16.34
16.35
16.36
16.36.1
Description including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 kg/sqm. of surface area with 1.5 cum. of stone chippings 13.2 mm nominal size per 100 sqm. of road surface including consolidation with road roller of 6 to 8 tonne capacity , etc. complete : Using bitumen emulsion (minimum 50% bitumen content RS grade conforming to IS : 8887). Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm. of road surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete : Using bitumen emulsion (minimum 50% bitumen content RS grade conforming to IS : 8887). PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade 80/ 100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm. On bituminous surface @ 0.50 Kg / sqm. Providing and applying tack coat using bitumen emulsion (Rapid Setting) complying with IS 8887-1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specifications : On W.B.M @ 0.4kg/sqm. On bituminous surface @ 0.25kg/sqm. 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete: (tack coat to be paid for separately). With paving Asphalt 80 /100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. With paving Asphalt 60/70 with no solvent With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete. (tack coat to be paid for separately) : With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. With paving Asphalt 60/70 with no solvent With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. 2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887-1995 using 96kg per cum of chipping including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887-1995 using 96 kg per cum of chippings of road surface including consolidation with road roller etc complete (tack coat to be paid for separately) : Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : For 50mm compacted thickness using coarse aggregate
Unit
Quintals
Bags
sqm
0.0195
0.04
sqm
0.0195
0.04
sqm
0.0122
0.02
sqm sqm
0.0075 0.0050
0.02 0.01
sqm sqm
0.0040 0.0025
0.01 0.01
sqm sqm
0.0144 0.0144
0.03 0.03
sqm
0.0144
0.03
sqm sqm
0.0180 0.0180
0.04 0.04
sqm
0.0180
0.04
sqm
0.0330
0.07
sqm
0.0388
0.08
Code
16.36.2
16.37
16.37.1 16.37.2 16.38
16.38.1 16.38.2 16.38.3 16.39
16.39.1 16.39.2 16.39.3
16.4
16.41
16.54
16.54.1
16.55
Description of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt 80/100 @ 50 kg/10 sqm. For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt 80/100 @ 68 kg/10 sqm. MASTIC AND BITUMASTIC WEARING COURSE Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702 prepared by using mastic cooker and laid to required level and slope including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximates spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. ( Considering bitumen using 10.2% as per MORTH specification .) 25mm thick. 40 mm thick 2.5 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5 mm nominal size and 40% 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand at 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum. of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. With paving Asphalt 60/70. With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. 4 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5mm nominal size and 40% 10mm nominal size) @ 2.60cum per 100 sqm and coarse sand at 2.60cum per 100 sqm of road surface and with bitumen @ 56 kg/cum. of stone chippings and at 128 kg/cum of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. With paving asphalt 60/70 with no solvent With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. SEAL COAT Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80 / 100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete. Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade 80/100 and blinding surface with 0.90cum of stone aggregate of 6.7 mm size (Passing 11.2mm sieve and retained on 2.36mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete. Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/ binding course including loading of aggregate with FE loader and hot mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per MORTH specifications, to achieve the desired density, but excluding the cost of primer / tack coat. 50/75mm average compacted thickness with bitumen of 60/70 grade @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate). Providing and laying Bituminous Macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/ binder course including loading of aggregate with F.E. loader , hot mixing
Unit
Quintals
Bags
sqm
0.0500
0.10
sqm
0.0680
0.14
sqm sqm
0.0586 0.0938
0.12 0.19
sqm sqm sqm
0.0303 0.0303 0.0303
0.06 0.06 0.06
sqm sqm
0.0479 0.0479
0.10 0.10
sqm
0.0479
0.10
sqm
0.0077
0.02
sqm
0.0098
0.02
cum
1.1500
2.30
Code
16.55.1
16.56
16.56.1
16.57
16.57.1
16.58
16.58.1 22 22.3
i)
ii)
iii) iv)
22.6
Description of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification to achieve the desired density and compaction but excluding the cost of primer/ tack coat. 50mm / 75mm average compacted thickness with bitumen of 60/70 grade @ 3.5% (Percentage by weight of total mix) Providing and laying Dense Bituminous concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with F.E. loader , and hot mixing of bitumen with filler and stone aggregate in hot mix plant , transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification, to achieve the desired density and compaction but excluding cost of primer/ tack coat. 40 mm/50mm compacted thickness with bitumen of grade 60/ 70 @ 5.5% and lime @3% (percentage by weight of total mix). Providing and laying Dense Bituminous Concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with F.E. loader, and hot mixing of bitumen with filler and stone aggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specifications, to achieve the desired density and compaction but excluding cost of primer/ tack coat. 40 mm/50mm compacted thickness with bitumen of grade CRMB - 60 @ 5.5% and lime @3% (percentage by weight of total mix). Providing and laying Dense Bituminous Concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with F.E. loader, and hot mixing of bitumen with filler and stone aggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specifications, to achieve the desired density and compaction but excluding cost of primer/ tack coat. 40 mm/50mm compacted thickness with bitumen of grade PMB - 40 @ 5.5% and lime @3% (percentage by weight of WATER PROOFING Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water
Unit
Quintals
Bags
cum
0.7708
1.54
cum
1.2980
2.60
cum
1.2980
2.60
cum
1.2980
2.60
sqm
0.0170
0.03
Code
22.8
22.8.1 22.9
22.1
22.11
22.18
22.18.1 22.19
Description proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of measurement the entire treated surface will be measured. Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6mm and down size or pea-sized gravel spread at 6 cubic diameter per square metre including preparation of surface but excluding grading complete with : Bitumen felt (hessian base)type 3 grade I conforming to IS : 1322 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen felt) six and final courses of stone grit 6mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading, compete. Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2mm thick water proofing membrance, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sq. mtr. by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ ltr and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold f lexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 2mm (for corrugated roof sheets) Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/ltr and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and
Unit
Quintals
Bags
sqm
0.0100
0.02
sqm
0.0290
0.06
sqm
0.0410
0.08
sqm
0.0435
0.09
sqm
0.0435
0.09
sqm
0.0360
0.07
Code
Description
Unit
Quintals
Bags
3.0 MORTAR 3.1
Cement Mortar 1:1 (1 cement : 1 fine sand)
cum
10.2000
20.40
3.2
Cement mortar 1:2 (1 cement : 2 fine sand).
cum
6.8000
13.60
3.3
Cement mortar 1:3 (1 cement : 3 fine sand).
cum
5.1000
10.20
3.4
Cement mortar 1:4 (1 cement : 4 fine sand).
cum
3.8000
7.60
3.5
Cement mortar 1:5 (1 cement : 5 fine sand).
cum
3.1000
6.20
3.6
Cement mortar 1:6 (1 cement : 6 fine sand).
cum
2.5000
5.00
3.7
Cement mortar 1:2 (1 cement : 2 coarse sand).
cum
6.8000
13.60
3.8
Cement mortar 1:3 (1 cement : 3 coarse sand).
cum
5.1000
10.20
3.9
Cement mortar 1:4 (1 cement : 4 coarse sand).
cum
3.8000
7.60
cum
3.1000
6.20
Code
Description
5.1
Providing and laying in position specified grade of reinforced
1:1:2 (1 cement : 1 coarse sand : 2 graded stone
5.1.2
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
5.1.3
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size). aggregate 20 mm nominal size) aggregate 20 mm nominal size)
Cement mortar 1:5 (1 cement : 5 coarse sand). Cement mortar 1:6 (1 cement : 6 coarse sand).
cum
2.5000
5.00
3.12
Cement mortar 1:2 (1 cement : 2 stone dust).
cum
6.8000
13.60
courses, fillets, columns, pillars, piers, abutments, posts and
3.13
Cement mortar 1:2 (1 cement : 2 marble dust).
cum
6.8000
13.60
struts etc. up to floor five level excluding cost of centring,
Cement mortar 1:5 (1 cement : 5 marble dust).
cum
3.1000
6.20
White cement mortar 1:2 (1 white cement : 2 marble dust).
cum
6.8000
13.60
3.16
White cement mortar 1:3 (1 white cement : 3 marble dust).
cum
5.1000
10.20
3.17
White cement mortar 1:5 (1 white cement : 5 marble dust).
cum
3.1000
6.20
5.2
4.1.1
1:1:2 (1 cement : 1 coarse sand : 2 graded stone
5.2.2
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
5.2.3
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size)
5.3
roofs having slope up to 15° landings, balconies, shelves,
level :
chajjas, lintels, bands, plain window sills, staircases and spiral
1:1:2 (1 Cement : 1 coarse sand : 2 graded stone
4.1.2
1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone
4.1.3
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
aggregate 20 mm nominal size). 20 mm nominal size) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone a re ate 40 mm nominal size . 4.1.5 1:3:6 1 Ce ment : 3 coarse sand : 6 raded stone aggregate 20 mm nominal size). 4.1.6 1:3:6 1 Cement : 3 coarse sand : 6 raded stone a re ate 40 mm nominal size . 4.1.7 1:3:6 1 Cement : 3 fine sand : 6 raded stone a re ate 40 mm nominal size . 4.1.8 1:4:8 1 Cement : 4 coarse sand : 8 raded stone a re ate 40 mm nominal size . 4.1.9 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size 4.1.10 1:5:10 1 cement : 5 coarse sand : 10 raded stone a re ate 40 mm nominal size 4.1.11 1:5:10 1 cement : 5 fine sand : 10 raded stone a re ate 40 mm nominal size 4.1.12 1:2:3½:9 1 ordinar ortland cement : 2 Fl ash : 3½ coarse sand : 9 raded stone a re ate 40 mm nominal size . 4.1.13 1:2½:4:11 1 ordinar ortland cement : 2½ fl ash : 4 coarse sand : 11 raded stone a re ate 40 mm nominal size) 4.2 abutments illars osts struts buttresses strin or lacin courses ara ets co in bed blocks anchor blocks lain window sills fillets etc. u to floor five level excludin the cost of centrin shutterin and finishin : 4.2.1 1:1:2 1 cement : 1 coarse sand : 2 raded stone a re ate 20 mm nominal size 4.2.2 1:1½:3 1 cement:1½ coarse sand:3 raded stone a re ate 20 mm nominal size . 4.2.3 1:2:4 1 Cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size 4.2.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size . 4.2.5 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size . 4.2.6 1:3:6 1 ceme nt : 3 coa rse sand : 6 rade d stone a re ate 40 mm nominal size . 4.2.7 1:3:6 1 cement : 3 fine sand : 6 raded stone a re ate 40 mm nominal size . Providin and la in cement concrete in kerbs ste s and the like at or near round level excludin the cost of centrin shutterin and finishin . 4.4.1 1:2:4 1 Cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size . 4.4.2 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size . CEMENT CONCRETE (PRE-CAST) 4.5 Providin and fixin u to floor five level recast cement concrete strin or lacin courses co in s bed lates anchor blocks lain window sills, shelves, louvers, steps, stair cases, etc. including hoistin and settin in osition with cement mortar 1:3 1 Cement : 3 coarse sa nd cost of re u ire d ce ntrin shutterin and f inishin smooth with 6mm thick cement laster 1:3 1 Cement : 3 fine sand on ex osed surfaces com lete. 4.5.1 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size . 4.5.2 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20mm nominal size . 4.6 Providin and fixin at or near round level recast cement concrete in ke rbs ed in s etc. as er a roved a ttern and settin in osition with cement mortar 1:3 (1 Cement : 3 coarse sand) including the cost of re uired centrin shutterin and finishin smooth with 6mm thick cement laster 1:3 1 cement : 3 fine sand on ex osed surfaces com lete. 4.6.1 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size . 4.7 Providin and fixin u to floor five level recast cement concrete solid block includin hoistin and settin in osition with cement mortar 1:3 1 cement : 3 coarse sand cost of re uired centrin shutterin and finishin smooth with 6mm thick cement laster 1:3 1 cement : 3 fine sand on ex osed surfaces com lete : 4.7.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size . 4.7.2 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20mm nominal size . 4.8 Providin and fixin u to floor five level recast cement concrete hollow block includin hoistin and settin in osition with cement mortar 1:3 1 cement : 3 coarse sand cost of re uired centrin shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand on ex osed surfaces com lete : 4.8.1 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size . 4.8.2 1:3:6 1 Cement : 3 coarse sand : 6 raded stone a re ate 20mm nominal size .
4.1
4.11
4.17
5.0
Precastin and lacin in osition 125 mm dia Bollards 600 mm hi h of re uired sha e includin rovidin M.S. Pi e Sleeve 50 mm dia 300 mm lon in the Bollard and M.S. Pi es 40 mm dia and 450 mm lon with 150x150x6mm M.S. late welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 ra ded stone a re a te 20 mm nomina l size includin ne cessar excavation of size 250x250x450mm dee for the same in bitumen/concrete avement at s ecified s acin . DAMP- PROOF COURSE Providin and la in dam - roof course 40mm thick with cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 12.5mm nominal size . Providin and la in dam - roof course 50mm thick with cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone aggregate 20mm nominal size). MISCELLANEOUS Makin linth rotection 50mm thick of cement concrete 1:3:6 1 cement :3 coarse sand : 6 raded stone a re ate 20mm nominal size over 75mm bed b dr brick ballast 40mm nominal size well rammed and consolidated and routed with fine sand includin finishin the to smooth REINFORCED CEMENT CONCRETE
4.0000
8.00
cum
3.2000
6.40
cum
6.1000
12.20
cum
4.0000
8.00
cum
3.2000
6.40
cum
3.2000
6.40
cum
3.2000
6.40
cum
3.2000
6.40
cum
3.2000
6.40
cum
3.2000
6.40
cum
4.0000
8.00
cum
3.8000
7.60
cu m
3.7700
7.54
cum
3.8000
7.60
cu m
3.4900
6.98
cum
3.8000
7.60
cum
4.7300
9.46
s m s m s m
1.6400 1.6400 1.6400
3.28 3.28 3.28
cum
3.2000
6.40
cum
3.2000
6.40
100 s m
3.6700
7.34
100s m er cm
4.1700
8.34
0.0003
0.00
stair cases up to floor five level excluding the cost of centring, cum
6.1000
12.20
cum
4.0000
8.00
shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 5.4
Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of
cum
3.2000
6.40
cum
3.2000
6.40
centring, shuttering, finishing and reinforcement with 1:2:4 (1
4.1.4
4.9
cum
Reinforced cement concrete work in beams, suspended floors,
excluding the cost of centring and shuttering - All work upto plinth
aggregate 20 mm nominal size)
12.20
shuttering, finishing and reinforcement : 5.2.1
aggregate 20 mm nominal size).
Providing and laying in position cement concrete of specified grade
6.1000
including attached pilasters, buttresses, plinth and string
CEMENT CONCRETE (CAST – IN- SITU)
4.1
cum
Reinforced cement concrete work in walls (any thickness),
aggregate 20 mm nominal size) 4.0 CONCRETE WORK
Bags
finishing and reinforcement - All work up to plinth level : 5.1.1
3.11
3.15
Quintals
cement concrete excluding the cost of centring, shuttering,
3.1
3.14
Unit
5.5 cum
2.2000
4.40
cum
2.2000
4.40
cum
2.2000
4.40
cum
1.7000
3.40
cum
1.7000
3.40
cum
1.3000
2.60
cum
1.3000
2.60
5.6
5.7
5.8 cum
1.7000
3.40
cum
1.3000
2.60 5.12
cum
6.1000
cum
4.0000
12.20 8.00
cum
3.2000
6.40
5.13
cum
3.2000
6.40
cum
2.2000
4.40
cum
2.2000
4.40
cum
2.2000
4.40
cum
3.2000
6.40
cum
2.2000
4.40
5.14
5.15
5.16
cum
3.8000
7.60
cum
2.8000
5.60 5.17
cum
3.6200
7.24
5.18
cum
4.1300
8.26
cum
3.1300
6.26
cum
2.4660
4.93
cum
2.0060
4.01
5.18.1 5.18.2 5.18.3
5.19
5.2
5.23
5.24 each
0.0970
0.19
s m
0.1300
0.26 5.27
sqm
0.1600
0.32
5.33
s m
0.1100
0.22
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size . Reinforced ceme nt concrete work in arch es archribs domes vaults, shells, folded plate and roofs having slope more than 15° u to floor five level excludin the cost of centrin shutterin finishin and reinforcement with 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size . Reinforced cement concrete work in chimne s shafts u to floor five level excludin the cost of centrin shutterin finishin and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size . Reinforced cement concrete work in well-steinin excludin the cost of centrin shutterin finishin and reinforcement with 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size . Reinforced cement concrete work in vertical and horizontal fins individuall or formin box louvers facias and eaves boards u to floor five level excludin the cost of centrin shutterin finishin and reinforcement with 1:1½:3 1 cement : 1½ coarse sand : 3 raded stone a re ate 20mm nominal size . PRE – CAST R.C.C. Providin hoistin and fixin u to floor five level recast reinforced cement concrete work in strin courses bands co in s bed lates anchor blocks lain window sills and the like includin the cost of re uired centrin shutterin finishin smooth with 6 mm thick cement laster 1:3 1 cement: 3 fine sand on ex osed surfaces com lete but excludin cost of reinforcement with 1:2:4 1 cement: 2 coarse sand: 4 raded stone a re ate 20mm nominal size . Providin hoistin and fixin u to floor five level recast reinforced cement concrete in small lintels not exceedin 1.5m clear span up to floor five level including the cost of required centrin shutterin and finishin smooth with 6 mm thick cement laster 1:3 1 cement: 3 fine sand on ex osed surfaces but excludin the cost of reinforcement with 1:2:4 1 cement: 2 coa rse sand: 4 rade d stone a re ate 20mm nominal size . Providin hoistin and fixin u to floor five level recast reinforced cement concrete in mouldin s as in cornices windows sills etc. includin settin in cement mortar 1:3 1 cement : 3 coarse sand cost of re uired centrin shutterin and finishin smooth with 6 mm thick cement laster 1:3 1 cement : 3 fine sand on ex osed surfaces com lete but excludin the cost of reinforcement with 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size . Providin hoistin and fixin u to floor five level recast reinforced cement concrete in lintels beams and bressumers includin settin in cement mortar 1:3 1 cement: 3 coarse sand cost of re uired centrin and shutterin and finishin smooth with 6 mm thick cement laster 1:3 1 cement: 3 fine sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 1 cement: 2 coarse sand: 4 raded stone a re a te 20 mm nominal size . Providin hoistin and fixin u to floor five level recast reinforced cement concrete in shelves includin settin in cement mortar 1:3 1 cement : 3 coarse sand cost of re uired centrin shutterin and finishin with neat cement unnin on ex osed surfaces but excludin the cost of reinforcement with 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 12.5mm nominal size . Providin hoistin a nd f ixin u to f loor f ive lev el recast reinforced cement concrete in vertical & horizontal fins individuall or formin box louvers settin in cement mortar 1:2 1 cement : 2 coarse sand includin the cost of re uired centrin shutterin and finishin smooth with 6mm thick cement laster 1:3 1 cement : 3 fine sand on ex osed surfaces com lete but excludin the cost of reinforcement with 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size . Providin recast cement concrete Jali 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 6mm nominal size reinforced with 1.6 mm dia mild steel wire includin centrin and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 1 cement: 3 fine sand etc. com lete excludin lasterin of the ambs sills and soffits. 50 mm thick 40 mm thick 25 mm thick * Cement for fixin onl . ENCASING ROLLED STEEL SECTION Encasin rolled steel sections in beams and columns with cement concrete 1:2:4 1 cement: 2 coarse sand: 4 raded stone a re ate 12.5mm nominal size includin centrin and shutterin com lete but excludin cost of reinforcement. Encasin rolled steel section in rilla es with cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 12.5mm nominal size includin centrin and shutterin but excludin cost of ex anded metal and han ers. MISCELLANEOUS Deduct for omittin in R.C.C. work smooth finishin of the exposed surface with 6mm thick cement mortar 1:3 (1 Cement : 3 f ine sa nd Extra for renderin smooth the to of sus ended floors landin s and staircases treads and risers with cement mortar 1:2 1 cement : 2 coarse sand includin a floatin coat of neat cement and rotectin the surface with a la er of 7.5 cm of earth laid over 15 mm of fine sand in case of sus ended floor and bricks laid in mud mortar in case of landin s and ste s includin subse ue nt removal a nd clean in of the same. Providin and fillin in osition bitumen mix filler of Pro ortion 80 k . of hot bitumen 1 k . of cement and 0.25 cubic metre of de th er coarse sand for expansion joints. DESIGN MIX CONCRETE Providin and la in in osition machine batched machine mixed and machine vibrated desi n mix cement concrete of s ecified rade for reinforced cement concrete work includin um in of concrete to site of la in but excludin the cost of centring, shuttering, finishing and reinforcement. including Admixtures in recommended ro ortions as er IS 9103 to
cm width er 100m
Code Description CAST-IN-SITU without im airin stren th and durabilit as er direction of En ineer-in-char e. M-25 rade reinforced cement concrete b usin 410k . of cement er cum of concrete. All work u to floor V level. 5.34 Add or deduct for rovidin richer or leaner mixes res ectivel at all floor levels. 5.34.1 Providin M-30 rade concrete b usin 420k of cement er cum of concerete instead of M-25 rade B.M.C/ R.M.C.. 5.34.2 Providin M-35 rade concrete b usin 428k of cement er cum of concerete instead of M-25 rade B.M.C./ R.M.C... 5.34.3 Providin M-40 rade concrete b usin 435k of cement er cum of concrete instead of M-25 rade B.M.C./ R.M.C.. 5.36 Providin and lacin in osition recast reinforced cement concrete waffle units s uare or rectan ular as er desi n and sha e for floors and roofs in 1:1½:3 1 Cement : 1½ coarse sand : 3 raded stone a re ate 10mm nominal size includin flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand makin necessar holes of re uired sizes for carr in throu h service lines etc. rovidin steel hooks for liftin etc form work in recastin handlin hoistin centerin and erection com lete for all floor levels but excludin the cost of reinforcement. 5.37 Providin and la in in osition read mixed concrete manufactured in full automatic batchin lant and trans orted to site of work in transit mixer for a lead u to 10kms havin continuous a itated mixer manufactured as er mix desi n of s ecified rade for reinforced cement concrete work includin pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centerin shutterin finishin and reinforcement includin cost of admixtures in recommended ro ortions as er IS : 9103 to accelerate/ retard settin of concrete im rove workabilit without im airin stren th and durabilit as er direction of the En ineer - in - char e. M-25 rade Reinforced cement concrete b usin 410k of cement er cum of concrete. All works u to floor V level. * Actual wei ht for desi n mix will be worked out takin into consideration the cement re uirement as er articular mix desi n. 6.0 BRICK WORK 6.1 Brick work with F.P.S . bricks of class d esi na tion 75 in foundation and linth in: 6.1.1 Cement mortar 1:4 1 cement : 4 coarse sand 6.1.2 Cement mortar 1:6 1 cement : 6 coarse sand 6.2 Brick work with modular bricks of class de si na tion 75 in foundation and plinth in: 6.2.1 Cement mortar 1:4 1 cement : 4 coarse sand 6.2.2 6.3
6.3.1 6.3.2 6.4
6.4.1 6.4.2 6.7
6.8 6.9
6.1
6.12 6.12.1 6.12.2 6.13 6.13.1 6.13.2 6.16 6.16.1 6.16.2 6.17
6.18 6.2
6.21
6.22
6.23
6.26
6.27
6.28
6.29
6.3
6.31
6.32 6.32.1
Cement Mortar 1:6 1 cement : 6 coarse sand . Brick work with machine moulded erforated bricks of class desi nation 125 conformin to IS: 2222 -1991 in su erstructure above linth level u to floor five level in cement mortar 1:6 1 cement : 6 coarse sand : With F.P.S. bricks. With Modular bricks. Brick work with F.P.S. bricks of class designation 75 in su erstructure above linth level u to floor V level in all sha es and sizes in : Cement mortar 1:4 1 cement : 4 coarse sand Cement mortar 1:6 1 cement : 6 coarse sand Providin half brick masonr with F.P.S. bricks of class desi nation 75 in cement mortar 1:3 1 Cement : 3 coarse sand in su erstructure for closin cavit 5 to 7.5 cm wide in cavit wall com lete with 10 cm / 11.4 cm wide bitumen felt t e 3 rade 1. Brick work 7 cm thick with F.P.S. brick of class desi nation 75 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure. Brick work in lain arches in su erstructure includin centerin and shutterin com lete for s an u to 6 metres with F.P.S. brick of class desi nation 75 in cement mortar 1:3 1 cement : 3 coarse sand . Brick work in au e d arches in su erstructure in cement mortar 1:3 1 cement : 3 coarse sand includin centerin and shutterin complete, for span up to 6 meters with F.P.S. brick of class desi nation 75. HALF BRICK MASONRY Half brick ma sonr with F.P.S . brick of class d esi n ation 75 i n foundations and linth in. Cement mortar 1:3 1 cement : 3 coarse sand cement mortar 1:4 1 cement : 4 coarse sand Half brick masonr with F.P.S. bricks of class desi nation 75 in su erstructure above linth level u to floor V level. Cement mortar 1:3 1 cement :3 coarse sand Cement mortar 1:4 1 cement :4 coarse sand BRICK TILE WORK Tile brick masonr with tile bricks of class de si nation 100 in foundation and linth in: Cement mortar 1:4 1 cement : 4 coarse sand Cement mortar 1:6 1 cement : 6 coarse sand . Tile brick masonr with machine moulded tile bricks of class desi nation 125 conformin to IS : 2690 Part I - 1993 in foundation and linth in cement mortar 1:6 1 cement : 6 coarse sand . Tile brick masonr with tile brick of cla ss desi nation 100 in superstructure above Plinth level up to floor V level. Tile brick masonr with tile bricks of class de si nation 100 in lain arch work in su erstructure in cement mortar 1:4 1 cement : 4 coarse sand includin centerin and shutterin com lete. Tile brick masonr with tile bricks of class de si nation 100 in au ed arch work in su erstructure in cement mortar 1:4 1 cement : 4 coarse sand includin centrin and shutterin com lete. Tile brick masonr work 5 cm thick with tile bricks of class desi nation 100 in cement mortar 1:3 1 cement : 3 coarse sand in su erstructure. HONEY COMB WORK Hone -comb brick work 10/11.4 cm thick with bricks of class desi nation 75 in cement mortar 1:4 1 cement : 4 coarse sand . EXPOSED BRICK WORK Brick work with selected F.P.S. bricks of class desi nation 75 in ex osed brick work includin makin horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to linth level in cement mortar 1:6 1 cement : 6 coarse sand Brick work with modular bricks of class desi nation 75 in ex osed brick work includin makin horizontal and vertical rooves 10mm wide 12mm dee com lete from round level u to linth level in cement mortar 1:6 1 cement : 6 coarse sand . Brick work with machine moulded modular bricks of class desi nation 125 in ex osed brick work includin makin horizontal and vertical rooves 10mm wide 12mm dee com lete from round level u to linth level in cement mortar 1:6 1 cement : 6 coarse sand . Brick work with machine moudled F.P.S. bricks of class desi nation 125 in ex osed brick work includin makin horizontal and vertical rooves 10 mm wide 12mm dee com lete from round level u to linth level in cement mortar 1:6 1 cement : 6 coarse sand Brick work with machine moudled erforated F.P.S. bricks of class desi n ation 125 conf ormin IS : 2222-1991 in ex osed brick work includin makin horizontal and vertical rooves 10mm wide 12 mm de e com lete f rom round leve l u to linth level in cement mortar 1:6 1 cement : 6 coarse sand . Brick work with machine moulded erforated modular bricks of class designation 125 conforming to IS : 2222 -1991 in exposed brick work includin makin horizontal and vertical rooves 10 mm wide 12mm dee com lete from round level u to linth level in cement mortar 1:6 1 cement : 6 coarse sand . Brick work with cla fl ash F.P.S. brick of class desi nation 75 in su erstructure above linth level u to floor five level in : Cement mortar 1:4 1 cement : 4 coarse sand
Unit
Quintals
Bags
Code
cum
4.1000
8.20
6.34.1 6.34.2 6.35
cum
0.1000
0.20
cum
0.1800
0.36
6.35.1 6.35.3 6.36
cum
0.2500
0.50
6.36.1 6.37
6.38
6.42 cum
4.1600
8.32 6.42.1 6.42.2
cum
cum cum
4.1000
0.9500 0.6250
8.20
1.90 1.25
cum
0.9500
1.90
cum
0.6250
1.25
cum cum
0.6250 0.6250
1.25 1.25
cum cum
0.9500 0.6250
1.90 1.25
100 metre
3.8600
7.72
9.2300
18.46
cum
1.2800
2.56
cum
1.2800
2.56
100 s m 100 s m
14.2800 10.6400
28.56 21.28
100 s m 100 s m
14.2800 10.6400
28.56 21.28
cum cum
1.5200 1.0000
3.04 2.00
cum
1.0000
2.00
cum
1.0000
2.00
7.0 STONE WORK RANDOM RUBBLE MASONRY 7.1 Random rubble masonry with hard stone in foundation and linth includin levellin u with cement concrete 1:6:12 1 cement : 6 coarse sand : 12 raded stone a re ate 20mm nominal size at linth level with : 7.1.1 Cement mortar 1:6 1 cement : 6 coarse sand COURSED RUBBLE MASONRY 7.6 Coursed rubble masonr first sort with hard stone in foundation and linth with : 7.6.1 Cement mortar 1:6 1 cement : 6 coarse sand 7.7 Coursed rubble masonr second sort with hard stone in foundation & linth with : 7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand) ASHLAR MASONRY 7.12 S tone work in la in ashla r in su e r structure u to f loor f iv e level in cement mortar 1:6 1 cement : 6 coarse sand includin ointin with cement mortar 1:2 1 white cement : 2 stone dust with an admixture of i ment matchin the stone shade : 7.12.1 One face dressed. 7.12.1.1 Red sand stone 7.12.1.2 White sand stone 7.12.2 Both face dressed. 7.12.2.1 Red sand stone. 7.12.2.2 White sand stone 7.13 Stone work lain ashlar in arches in cement mortar 1:3 1 cement : 3 coarse sand includin centrin shutterin and ointin with white cement mortar 1:2 1 white cement : 2 stone dust with an admixture of i ment matchin the stone shade. 7.13.1 Red sand stone 7.13.2 White sand stone 7.14 Stone work lain ashlar in domes in cement mortar 1:3 1 cement : 3 coarse sand includin centrin shutterin and ointin with white cement mortar 1:2 1 white cement : 2 stone dust with an admixture of i ment matchin the stone shade. 7.14.1 Red sand stone 7.14.2 White sand stone 7.15 Stone work ashlar unched ordinar in su erstructure u to floor five level in cement mortar 1:6 1 white cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust with an admixture of i ment matchin the stone shade. 7.15.1 Red sand stone. 7.15.1.1 One faced unched. 7.15.1.2 Double faced unched. 7.15.2 White sand stone. 7.15.2.1 Single face punched. 7.15.2.2 Double faced unched. SUNK, MOULDED, CARVED ASHLAR MASONRY 7.2
7.20.1 7.20.2 7.23
7.23.1 7.23.1.1
cum
1.3300
2.66
cum
1.3300
2.66
100 s m
7.6500
15.30
100 s m
6.5600
13.12
cum cum
0.6250 0.5500
1.25 1.10
7.23.1.2 7.23.1.3 7.23.1.4 7.23.1.5 7.23.2 7.23.2.1 7.23.2.2 7.23.2.3 7.23.2.4 7.23.2.5 7.23.3 7.23.3.1 7.23.3.2 7.23.3.3 7.23.3.4 7.23.3.5 7.23.4 7.23.4.1 7.23.4.2 7.23.4.3 7.23.4.4 7.23.4.5 7.25
cum
0.5500
1.10
cum
0.6250
1.25
7.26
7.27 cum
0.6250
1.25
7.28 cum
0.5500
1.10
cum
0.9500
1.90
Description accelerate retard settin of concrete im rove workabilit conformin to IS:12894-2002 class desi nation 100 avera e com ressive stren th in su er structure above linth level u to floor V level in : Cement mortar 1:4 1 cement : 4 coarse sand Cement mortar 1:6 1 cement : 6 Coarse sand Brick work with modular calcium silicate bricks machine moulded conformin to IS:4139-1989 class desi nation 100 avera e com ressive stren th in su er structure above linth level u to floor V level in : Cement mortar 1:4 1 cement : 4 coarse sand Cement mortar 1:6 1 cement : 6 Coarse sand Brick work with modular extruded burnt fl ash cla sewer bricks Conformin to IS: 4885 - 1988 in foundation and linth : Cement Mortar 1:4 1 cement : 4 coarse sand Brick work with modular extruded burnt fl ash cla sewer bricks conformin to IS : 4885-1988 in arches in foundation and linth in cement mortar 1:3 1 cement : 3 fine sand . Providin and la in autoclaved aerated cement blocks masonr with 100mm thick AAC blocks in su er structure above linth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand The rate includes rovidin and lacin in osition 2 Nos. 6 mm dia M.S. bars at ever third course of masonr work. Brick work with mechanized autoclaved fl ash lime bricks conformin to IS: 12894 :2002 of class desi nation 100 in su erstructure above linth level u to floor V level in. Cement mortar 1:4 1 cement :4 coarse sand Cement mortar 1:6 1 cement :6 coarse sand .
Stone work sunk or moulded or sunk and moulded u to floor five level in cement mortar 1:6 1 cement : 6 coarse sand includin ointin with white cement mortar 1:2 1 white cement : 2 stone dust with an admixture of i ment matchin the stone shade : Red sand stone White sand stone MISCELLANEOUS STONE WORK S tone work mach ine cut ed es f or wa ll linin etc. vene er work backin filled with a rout of 12mm thick cement mortar 1:3 1 cement : 3 coarse sand includin ointin in white cement mortar 1:2 1 white cement : 2 stone dust with an admixture of i ment matchin the stone shade : To be secured to the backin b means of cram s which shall be aid for se aratel : Red sand stone - ex osed face fine dressed with rou h backin . 70 mm thick . 60 mm thick . 50 mm thick. 40 mm thick. 30 mm thick . Red sand stone - Ex osed face machine cut and table rubbed with rou h backin . 70 mm thick 60 mm thick 50 mm thick 40 mm thick 30 mm thick White sand stone - ex osed face fine dressed with rou h backin . 70 mm thick . 60 mm thick . 50 mm thick. 40 mm thick. 30 mm thick. White sand stone - Ex osed face machine cut and table rubbed with rou h backin . 70 mm thick. 60 mm thick. 50 mm thick. 40 mm thick. 30 mm thick. Providin and fixin stainless steel cram s of re uired size and sha e for anchorin stone wall linin to the backin or securing adjacent stones in stone wall lining in cement mortar 1:2 1 cement : 2 coarse sand includin makin the necessar chases in stone and holes in walls wherever re uired. Providin and fixin stone dowels 10x5x2.50 cm cut to double wed e sha e as er desi n in cement mortar 1:2 1 ceme nt : 2 coarse san d includ in mak in the ne cessar chases. Providin a nd fixin co er ins 7.5 cm lon 6 mm diamete r for securin ad acent stones in stone wall linin in cement mortar 1:2 1 cement : 2 coarse sand includin makin the necessary chases. Providin and fixin slo in cha a of stone 40 mm thick and u to 80 cm wide be ond the wall as measured alon the slo e in cement mortar 1:4 1 cement : 4 coarse sand with 12mm diameter anchorin steel bar 45 cm lon fixed in each stone and su orted on and includin with bricks cove of class desi nation 75 in cement mortar 1:4 1 cement : 4
Unit
Quintals
Bags
cum cum
0.8360 0.5500
1.67 1.10
cum cum
0.8360 0.5500
1.67 1.10
cum
0.8360
1.67
cum
1.2750
2.55
cum
0.5700
1.14
cum cum
0.9500 0.6250
1.90 1.25
cum
0.8250
1.65
cum
0.7500
1.50
cum
0.7500
1.50
cum cum
0.5400 0.5400
1.08 1.08
cum cum
0.5400 0.5400
1.08 1.08
cum cum
1.0700 1.0700
2.14 2.14
cum cum
1.0700 1.0700
2.14 2.14
cum cum
0.5400 0.5400
1.08 1.08
cum cum
0.5400 0.5400
1.08 1.08
cum cum
0.5400 0.5400
1.08 1.08
18.36 3.12
100s m
9.18 + 1.56*
100s 100s 100s 100s
m m m m
9.18 + 1.56* 9.18 + 1.56* 9.18 + 1.56* 9.18 + 1.56*
100s 100s 100s 100s 100s
m m m m m
9.18 + 1.56* 9.18 + 1.56* 9.18 + 1.56* 9.18 + 1.56* 9.18 + 1.56*
100s m 9.18 + 1.56* 100s m 9.18 + 1.56* 100s m 9.18 + 1.56* 100s m 9.18 + 1.56* 100sqm 9.18 + 1.56*
100s 100s 100s 100s 100s
m m m m m
9.18 + 9.18 + 9.18 + 9.18 + 9.18 +
1.56* 1.56* 1.56* 1.56* 1.56*
k
0.0700
0.14
ea ch
0.0070
0.01
each
0.0070
0.01
Code 6.32.2 6.34 7.28.1 7.28.1.1 7.28.2 7.28.2.1 7.29
7.29.1 7.29.2 7.3
7.31
7.32
7.32.1 7.32.2 7.36
7.37
7.37.1 7.37.1.1 7.38
7.38.1 7.38.1.1
Description Cement mortar 1:6 1 cement : 6 coarse sand Brick work with modular fl ash lime bricks FALG Bricks matchin the stone shade: Red sand stone: With F.P.S Bricks White sand stone: With F.P.S. bricks Providin and fixin horizontal cha a of stone 40 mm thick and u to 80 cm ro ection in cement mortar 1:4 1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust with an admixture of i ment matchin the stone shade: : Red sand stone White sand stone 30mm red sand stone sun-shade chisel-dressed su orted on red sand stone brackets fixed in walls with cement mortar 1:4 1 cement : 4 coarse sand includin finishin com lete. Providin and fixin red sand stone brackets 55x22.5x45cm sunk and moulded includin rovidin and fixin with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm lon 6 mm dia as e r desi n. S tone work lain in co in s cornice s strin courses and linth courses u to 75 mm thick in Cement mortar 1:6 1 cement : 6 coarse sand includin ointin with white cement mortar 1:2 1 white cement : 2 stone dust with an admixture of i ment matchin the stone shade. Red sand stone White sand stone Wall linin butch work u to 10m hei ht with red/ white sa nd stone 40 mm thick rou h facin on the ex osed surface with stone strips of minimum length 300 mm and required width includin embeddin ever tenth la er and bottom most la er in masonr or concrete after makin necessar chases of size 75x75mm and b rovidin la er of 75mm thick stri s i/c 12mm thick bed of cement mortar 1:3 1 Cement : 3 coarse sand i/c ruled ointin in cement mortar 1:2 1 white cement : 2 stone dust with an admixture of i ment to match the shade of stone com lete as er direction of En ineer-inchar e. Stone work machine cut ed es for wall linin u to 10 m hei ht etc. Veneer work backin filled with a rout of 12mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and ointed with Cement mortar 1:2 1 cement : 2 stone dust includin rubbin and olishin com lete. To be secured to the backin b means of cram s which shall be aid for se aratel Kota stone slabs ex osed face dressed and rubbed. 25 mm thick. Stone tile work for wall linin u to 10 m hei ht with s ecial adhesive over 12mm thick bed of cement mortar 1:3 1 cement : 3 coarse sand includin ointin in white cement with an admixture of i ment to match the stone shade. 8mm thick mirror olished and machine cut ed e Granite stone of an colour and shade.
Unit cum
Quintals 0.6250
Bags 1.25
100s m
5.5900
11.18
100s m
5.5900
11.18
100s m 100s m
.94 + 0.03 .94 + 0.03
9.88 9.88
100s m
2.1900
4.38
100nos
3.0200
6.04
cum cum
100s m
100sqm
s m 7.38.1.2
Ra Na ar lain white marble/ Udai ur marble/ Zebra black marble.
reen
STONE WORK IN DRY CLADDING 7.41 Providin and fixin structural steel frame for dr claddin with 30 mm thick an saw cut with machine cut ed es sand stone on walls at all hei hts usin M.S. s uare/ rectan ular tube in the re uired attern as er architectural drawin includin cost of cuttin bendin weldin etc. The frame work shall be su orted in wall with the hel of MS brackets/ lu s of an le iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 1 cement :2 coarse sand :4 raded stone a re ate 20mm nominal size of size 300x230x300mm including cost of necessary centring and shuttering and with a roved ex ansion hold fasteners on CC/RCC surface includin drillin necessar holes. A roved cram s/ ins etc. shall be welded to the frame work to su ort stone claddin the steel work will be iven a rimin coat of Zinc rimer as a roved b En ineer-in-char e and ainted with two or more coats of e ox aint Sho drawin s shall be submitted by the contractor to the Engineer-in-charge for a roval before execution . The frame work shall be fixed in true horizontal & vertical lines/ lanes. Onl structural steel frame work shall be measured for the ur ose of a ment stainless steel cram s shall be aid for se aratel and nothin extra shall be aid. * White cement 8.0 MARBLE WORK 8.1 Marble work an saw cut olished and machine cut of thickness 18mm for wall linin veneer work in cement mortar 1:3 1 cement : 3 coarse sand includin ointin with white cement mortar 1:2 1 white cement : 2 marble dust) with a n admixture of pigment to match the marble shade: To be secured to the backin b means of cram s which shall be aid for se aratel . 8.1.1 Ra Na ar Plain white marble/ Udai ur reen marble/ Zebra black marble. 8.1.1.1 Area of slab u to 0.50 s m
s m
100k
100s m 8.1.1.2
Area of slab over 0.50 s m
8.2
Providin and fixin 18mm thick an saw cut mirror olished remoulded and re olished machine cut for kitchen latforms vanit counters, window sills , facias and similar locations of required size of a roved shade colour and texture laid over 20mm thick base cement mortar 1:4 1 cement : 4 coarse sand with oints treated with white cement mixed with matchin i ment e ox touch u s includin rubbin curin mouldin and olishin to ed e to ive hi h loss finish etc. com lete at all levels. Ra Na ar Plain white marble/ Udai ur reen marble/ Zebra black marble. Area of slab u to 0.50 s m. Area of slab over 0.50 s m. Granite of an colour and shade
100s m
8.2.1 8.2.1.1 8.2.1.2 8.2.2 8.2.2.1 8.2.2.2 8.4
8.7
8.7.1 8.7.2 8.9
8.9.1 8.9.1.1 8.9.1.2
Area of slab u to 0.50 s m Area of slab over 0.50 s m. Extra for fixin marble / ranite stone over and above corres ondin basic item in facia and dro s of width u to 150 mm with e ox resin based adhesive includin cleanin etc. com lete. Providing and fixing cramps of required size & shape in RCC/ CC backin with cement mortar 1:2 1 cement :2 coarse sand includin drillin necessar hole in stones and embeddin the cram in the hole fastener to be aid se aratel . Gunmetal cram s. Stainless steel cram s. Stone tile olished work for wall linin over 12mm thick bed of cement mortar 1:3 1 cement : 3 coarse sand and cement slurr @ 3.3 k /s m includin ointin in white cement com lete. 8mm thick. Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble. Granite of an colour and shade.
0.5400 0.5400
15.5000 1.7000
1.08 1.08
31.00 3.40
13.7440
27.49
10.4400 1.7000 10.4400 1.7000
20.88 3.40 20.88 3.40
0.1600
8.6700 1.7000 8.6700 1.7000
0.32
17.34 3.40 17.34 3.40
100s m 100s m
5.7000 5.7000
11.40 11.40
100s m 100s m
5.7000 5.7000
11.40 11.40
100metre
1.2700
2.54
k k
100s m 100s m
0.0635 0.0701
0.13 0.14
10.4400 1.9000 10.4400 1.9000
20.88 3.80 20.88 3.80
* White cement 9.0 WOOD AND P.V.C. WORK MISCELLANEOUS – WOOD WORK 9.32 Providin 50x50x50mm 2nd class teak wood lu s includin cuttin brick work and fixin in cement mortar 1:3 1 cement : 3 fine sand and makin ood the walls etc. 9.34 Providin and fixin 2nd class teak wood lain linin ton ued and rooved on and including wooden plugs complete with necessary screws and rimin coat on unex osed surface. 9.34.1 40 mm thick. 9.34.2 25 mm thick.
100nos
0.0100
0.02
100s m 100s m
0.0550 0.0550
0.11 0.11
9.34.3 9.34.4
100s m 100s m
0.0550 0.0550
0.11 0.11
20 mm thick 12 mm thick
Code
Description coarse sand includin ointin in cement mortar 1:2 1 white cement : 2 stone dust with an admixture of i ment IS: 303 BWR rade nickel lated M.S. i e 20 mm dia heav t e curtain rod with nickel lated brackets includin fixin with 25x3 mm M.S. flat 10 cm lon and rawl lu s 50 mm lon desi nation 10 no. etc all com lete 9.43 Providin and fixin 18 mm thick 150 mm wide elmet of coir veneer board ISI marked IS : 14842 - 2000 includin to cover of 6 mm coir veneer board nickle lated M.S. Pi e 20 mm dia heav t e curtain rod with nickle plated brackets including fixing with 25x3 mm M.S. Flat 10 cm lon and rawl lu 50 mm lon desi nation 10 No. etc. all com lete 9.46 Providin and fixin curtain rods of 1.25 mm thick chromium lated brass late with two chromium lated brass brackets fixed with C.P. brass screws and wooden lu s etc. wherever necessar com lete : 9.46.1 12 mm dia. 9.46.2 20 mm dia. 9.46.3 25 mm dia. 9.47 Providin and fixin nickel lated M.S. i e curtain rods with nickel lated brackets : 9.47.1 20 mm dia heav t e 9.47.2 25 mm dia (heavy type) 9.53 Providin 40x5 mm flat iron hold fast 40 cm lon includin fixin to frame with 10 mm diame te r bolts n uts and wooden lu s and embe ddin s in 100nos cement concrete block 30x10x15cm 1:3:6 mix 1 cement : 3 coarse sand : 6 raded stone a re ate 20mm nominal size 10.0 STEEL WORK 10.4 Providin and fixin 1mm thick M.S. sheet slidin -shutters with frame and dia onal braces of 40x40x6mm an le iron 3mm M.S. usset lates at the unction and corners 25mm dia ulle 40x40x6mm an le and T-iron uide at the to a nd bottom res e ctivel includ in a l in a rimin coat of a roved steel rimer. 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm an le iron and 3mm M.S. usset lates at the unctions and corners all necessar fittin s com lete includin a l in a rimin coat of a roved steel rimer. 10.5.1 Usin M.S. an els 40x40x6 mm for dia onal braces. 10.5.2 Usin flats 30x6mm for dia onal braces and central cross iece. 10.6 Su l in and fixin rollin shutters of a roved make made of re uired size M.S. laths interlocked to ether throu h their entire len th and ointed to ether at the end b end locks mounted on s eciall desi ned i e shaft with brackets side uides and arran ements for inside and outside locking with push and pull operation complete includin the cost of rovidin and fixin necessar 27.5cm lon wire s rin s rade No.2 and M.S. to cover of re uired thickness for rollin shutters. 10.6.1 80x1.25mm M.S. laths with 1.25 mm thick to cover. 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick to cover. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick to cover. 10.1 Fixing standard steel glazed doors, windows and ventilators in walls with 15x3mm lu s 10 cm lon embedded in cement concrete blocks 15x10x10cm of 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size or with wooden lu s and screws or rawl lu s and screws or with fixin cli s or with bolts and nuts as re uired includin fixin of float lass anes with lazin cli s and s ecial metal-sash utt of a roved make or metal beadin with screws onl steel windows with lu s lass anes cut to size and lazin cli s or metal beadin with screws shall be su lied b de artment free of cost. 10.11 Providin and fixin factor made ISI marked steel lazed doors windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc. com lete of standard rolled steel sections oints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lu s 10cm lon embedded in cement concrete blocks 15x10x10cm of 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20mm nominal size or with wooden lu s and screws or rawl lu s and screws or with fixin cli s or with bolts and nuts as re uired includin rovidin and fixin of hin es ivots float lass anes with lazin cli s and s ecial metal sash utt of a roved make and a rimin coat of a roved steel rimer excludin the cost of metal beadin and other fittin s exce t necessary hinges or pivots complete as per approved design. 10.13 Providin and fixin T-iron frames for doors windows and ventilators of mild steel Tee-sections oints mitred and welded with 15x3 mm lu s 10cm lon embedded in cement concrete blocks 15x10x10 cm of 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size or with wooden lu s and screws or rawl lu s and screws or with dash fastener or with fixin cli s or with bolts and nuts as re uire including fixing of necessary butt hinges and screws and applying a rimin coat of a roved steel rimer. 10.15 Providin and fixin M.S. Tubular frames for doors windows ventilators and cu board with L-T e section made of 1.60mm thick M.S. Sheet oints mitred and welded and rinded finish rofiles re uired size with 15x3mm lu s 10cm lon embedded in cement concrete blocks 15x10x10cm of 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20mm nominal size or with wooden lu s and screws or rawl lu s and screws or with fixin cli s or with bolts and nuts as re uired includin fixin of necessar butt hin es and screws and a l in a rimin coat of a roved steel rimers. 11.0 FLOORING 11.1 Brick on ed e floorin with bricks of class desi nation 75 includin cement slurr etc. com lete in cement mortar with F.P.S. bricks: 11.1.1 1:4 1 cement : 4 coarse sand 11.1.2 1:6 1cement : 6 coarse sand 11.3 Cement concrete floorin 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate finished with a floatin coat of neat cement includin cement slurr but excludin the cost of nosin of ste s etc. com lete. 11.3.1 40mm thick with 20mm nominal size stone a re ate. 11.4 52 mm thick cement concrete floorin with concrete hardener to in under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size and to la er 12 mm thick cement hardener consistin of mix 1:2 1 cement hardener mix : 2 raded stone a re ate 6 mm nominal size b volume .hardenin com ound is mixed @ 2 litre er 50k of cement or as er manufacturers s ecifications. This includes cost of cement slurr but excludin the cost of nosin of ste s etc. com lete. 11.5 62 mm thick cement concrete floorin with concrete hardener to in under la er 50 mm thick cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size and to la er 12mm thick cement hardener consistin of mix 1:2 1 cement hardener mix : 2 raded stone a re ate 6mm nominal size b volume. Hardenin com ound is mixed @ 2 litre er 50k of cement or as er manufactures s ecifications. This includes cost of cement slurr but excludin the cost of nosin of ste s etc. com lete. 11.6 Cement laster skirtin u to 30 cm hei ht with cement mortar 1:3 1 cement : 3 coarse sand finished with a floatin coat of neat cement. 11.6.1 18 mm thick. 11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size includin finishin com lete. TERRAZO FLOORING 11.9 40 mm thick marble chi s floorin rubbed and olished to ranolithic finish under la er 34 mm thick cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 12.5mm nominal size and to la er 6mm thick with white black chocolate re ellow or reen marble chi s of sizes from 1mm to 4mm nominal size laid in cement marble owder mix 3:1 3 cement : 1 marble owder b wei ht in ro ortion of 4:7 4 cement marble owder mix : 7 marble chi s b volume including cement slurry etc. complete : 11.9.1 Dark shade i ment with ordinar cement. 11.9.2 Li ht shade i ment with white cement .
Unit
Quintals
Bags
100metre
0.0100
0.02
100metre
0.0100
0.02
100metre 100metre 100metre
0.0100 0.0100 0.0100
0.02 0.02 0.02
100metre 100metre
0.0100 0.0100
0.02 0.02
1.1000
2.20
100s m
0.3500
0.70
100s m
0.3500
0.70
100s m
0.3500
0.70
100s m 100s m 100s m
0.3500 0.3500 0.3500
0.70 0.70 0.70
100k
0.1300
0.26
100k
0.1300
0.26
100k
0.1100
0.22
100k
0.2800
0.56
s m s m
0.1850 0.1285
0.37 0.26
s m
0.1700
0.34
s m
0.2310
0.46
s m
0.2630
0.53
s m
0.1400
0.28
cum
3.2000
6.40
s m
0.1695 0.1290 0.0405 0.1492
0.34 0.26 0.08 0.30
0.0202 0.1290 0.0202 0.1695 0.1695
0.04 0.26 0.04 0.34 0.34
s m 11.9.3
Medium shade i ment with 50% white cement and 50% ordinar cement.
11.9.4
White cement without an
s m
11.9.5 11.9.6 11.1
i ment.
Li ht shade i ment with ordinar cement. Ordinar cement without an i ment. 40 mm thick marble chips flooring, rubbed and polished to granolithic finish under la er 31mm thick cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 12.5mm nominal size and to la er 9mm thick with white black chocolate re ellow or reen marble chi s of sizes from 4mm to 7mm nominal size laid in cement marble owder mix 3:1 3 cement : 1 marble owder b wei ht in ro ortion of 4:7 4 cement marble owder : 7 marble chi s b volume
s m s m s m
Code 9.42
Description Providin and fixin 18 mm thick 150 mm wide elmet of flat ressed 3 la er or raded wood article board medium densit rade I IS : 3087 marked includin to cover of 6 mm commercial l wood conformin to
Unit
s m 11.10.3
11.10.4
11.10.5 11.10.6 11.11
11.11.1 11.11.2
Medium shade i ment with 50% white cement and 50% ordinar cement. White cement without an
s m
0.12 0.30 0.06
s m
0.1205 0.0578
0.24 0.12
s m s m
0.1783 0.1783
0.36 0.36
sqm s m
11.11.3 11.11.4 11.11.5 11.11.6 11.12
Medium shade i ment with 50% white cement and 50% ordinar cement. White cement without an i ment.
11.12.1.1
Li ht shade i ment with ordinar cement. Ordinar cement without an i ment. Marble chi s skirtin u to 30 cm hei ht rubbed and olished to ranolithic finish to la er 6 mm thick with white black chocolate grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble owder mix 3:1 3 cement : 1 marble owder b wei ht in ro ortion of 4:7 4 cement marble owder mix : 7 marble chi s b volume : 18 mm thick with under la er 12 mm thick in cement laster 1:3 1 cement : 3 coarse sand : Dark shade i ment with ordinar cement.
11.12.1.2
Li ht shade
11.12.1.3
Medium shade i ment with 50% white cement and 50% ordinary cement.
11.12.1
s m s m s m s m
s m
11.12.1.5 11.12.1.6 11.15
sqm
0.0887 0.0405 0.1090 0.0203
0.18 0.08 0.22 0.04
s m
0.1090 0.0405
0.22 0.08
s m s m
0.1292 0.1292
0.26 0.26
11.15.1
11.16
11.16.1 11.16.2
11.16.3 11.16.4 11.18
11.18.1 11.18.2
11.18.3 11.18.4 11.19
11.19.1 11.19.2
i ment.
Li ht shade i ment with ordinar cement. Ordinar cement without an i ment. Crazy marble stone flooring including filling the gaps with light shade i ment with white cement marble owder mixture 3 arts of white cement : 1 art of marble owder b wei ht in ro ortion of 4:7 4 cement marble owder mix : 7 white black or white and black marble chi s of sizes from 1mm to 4mm nominal size b volume and under la er 25mm thick cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 12.5 mm nominal size rubbin olishin and cement slurr etc. com lete : 18 mm thick craz marble stone white black or as s ecified. TILE FLOORING Precast terrazo tiles 22mm thick with raded marble chi s of size u to 12mm laid in floors and landin s ointed with neat cement slurr mixed with i ment to match the shade of the tiles includin rubbin and olishin com lete with recast tiles on 20mm thick bed of cement mortar 1:4 1 cement :4 coarse sand : Li ht shade usin white cement. Medium shade usin 50%white cement and 50% ordinar cement. Dark shade usin ordinar cement. Ordinary cement without any pigment. Precast terrazo tiles 22 mm thick with raded marble chi s of sizes u to 12 mm in skirtin and risers of ste s not exceedin 30 cm in hei ht on 12 mm thick cement laster 1:3 1 cement : 3 coarse sand ointed with neat cement slurr mixed with i ment to match the shade of the tiles includin rubbin and olishin com lete with tiles of : Li ht shade usin white cement. Medium shades using 50% white cement and 50% ordinar cement. Dark shade usin ordinar cement. Ordinar cement without an i ment. Che uered terrazo tiles 22 mm thick with raded marble chi s of size u to 6 mm in floors ointed with neat cement slurr mixed with i ment to match the shade of the tiles includin rubbin and olishin com lete on 20 mm thick bed of cement mortar 1:4 1 cement :4 coarse sand : Li ht shade usin white cement. Medium shade usin 50% white cement 50% ordinar cement.
11.19.3 11.19.4
Dark shade usin ordinar cement. Ordinar cement without an i ment.
11.2
Che uerred recast cement concrete tiles 22 mm thick in foot ath & court ard ointed with neat cement slurr mixed with i ment to match the shade of tiles includin rubbin and cleanin etc. com lete on 20 mm thick bed of cement mortar 1:4 1 cement: 4 coarse sand . Li ht shade usin white cement.
11.20.1 11.20.2
11.20.3 11.20.4 11.21
11.21.1 11.21.1.1 11.21.2 11.21.2.1 11.22
11.22.1 11.22.1.1
11.23
11.26
11.26.1 11.27
11.28
11.29
s m * White
STONE FLOORING Marble stone floorin with 18mm thick marble stone sam le of marble shall be a roved b En ineer-in-char e over 20 mm avera e thick base of cement mortar 1:4 1 cement : 4 coarse sand laid and ointed with re cement slurr includin rubbin and olishin com lete KOTA STONE FLOORING Kota stone slab floorin over 20 mm avera e thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab includin rubbin and olishin com lete with base of cement mortar 1 : 4 1 cement : 4 coarse sand : 25 mm thick. Kota stone slabs 25 mm thick in risers of ste s skirtin dado and illars laid on 12 mm avera e thick cement mortar 1:3 1 cement 3 coarse sand and ointed with re cement slurr mixed with i ment to match the shade of the slabs includin rubbin and olishin com lete. SAND STONE FLOORING 40 mm thick fine dressed stone floorin over 20 mm avera e thick base of cement mortar 1:5 1cement : 5 coarse sand with oints finished flush. 40 mm thick fine dressed stone floorin over 20 mm avera e thick base of cement mortar 1:5 1 cement : 5 coarse sand includin ointin with cement mortar 1:2 1 cement : 2 stone dust with an admixture of i ment to match the shade of stone.
0.1200 0.0405
0.24 0.08
s m
0.0895 0.0917
0.18 0.18
s m s m sqm
0.0220 0.0939 0.0939
0.04 0.19 0.19
Code 11.10.1 11.10.2 mortar
s m
0.0734 0.1064
0.15 0.21
s m s m s m
0.0330 0.1394 0.1394
0.07 0.28 0.28
CERAMIC GLAZED TILES Providin and fixin Ist ualit ceramic lazed wall tiles conformin to IS : 15622 thickness to be s ecified b the manufacture of a roved make in all colours shades exce t ber und bottle reen black of an size as a roved b En ineer-in-Char e in skirtin risers of ste s and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand and ointin with re cement slurr @ 3.3k er s m includin ointin in white cement mixed with i ment of matchin shade com lete. 11.37 Providin and la in Ceramic lazed floor tiles 300x300 mm thickness to be s ecified b the manufacturer of 1st ualit conformin to IS : 15622 of a roved make in colours such as White Ivor Gre Fume Red Brown laid on 20 mm thick Cement Mortar 1:4 1 Cement : 4 Coarse sand includin ointin the oints with white cement and matchin i ment etc. com lete. 11.38 Providin and la in Ceramic lazed floor tiles 300x300 mm thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of a roved make in all colours shades exce t White Ivor Gre Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 1 Cement : 4 Coarse sand includin ointin the oints with white cement and matchin i ments etc. com lete. 11.39 Providin and la in rectified Glazed Ceramic floor tiles 300x300 mm or more thickness to be s ecified b the manufacturer of 1st ualit conformin to IS : 15622 of a roved make in colours White Ivor Gre Fume Red Brown laid on 20mm thick cement mortar 1:4 1 Cement : 4 Coarse sand includin routin the oints with white cement and matchin i ments etc. com lete. 11.4 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more thickness to be s ecified b the manufacturer of 1st ualit conformin to IS : 15622 of a roved make in all colours shades exce t White Ivor Gre Fume Red Brown laid on 20 mm thick Cement Mortar 1:4 1 Cement : 4 Coarse sand includin ointin the oints with white cement and matchin i ments etc. com lete. VITRIFIED FLOOR TILES 11.41 Providin and la in olished vitrified floor tiles in different sizes thickness to be s ecified b the manufacturer with water absor tion's less than 0.08% and conformin to IS : 15622 of a roved make in all colours and shades laid on 20mm thick cement mortar 1:4 1 cement : 4 coarse sand) including grouting the joints with white cement and matchin i ments etc. com lete. * White cement 12.0 ROOFING 12.16 10 cm thick avera e mud haska of dam ed brick earth on roofs laid to slo e consolidated and lastered with 25 mm thick mud mortar mixed with bhusa at 35 k er cum of earth and obri lea in with mix 1:1 1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 routed with cement mortar 1:3 1 cement : 3 fine sand mixed with 2% of inte ral water roofin com ound b wei ht of cement and finished neat : 12.16.1 With F.P.S. brick tiles 12.17 10cm thick avera e mud haska of dam ed brick earth on roofs laid to slo e consolidated and lastered with 25mm thick mud mortar with bhusha at 35k er cum of earth and obri lea in with mix 1:1 1 cla : 1 cow-dun and covered with machine moulded tile bricks of class desi nation 125 conformin to IS : 2690 Part I -1992 routed with cement mortar 1:3 1 cement : 3 fine sand mixed with 2% of inte ral water proofing compound by weight of cement and finished neat. 12.17.1 With machine moulded F.P.S. brick tiles 12.19 Providin and la in brick tiles of class desi nation 100 over mumt roofs routed with cement mortar 1:3 1 cement : 3 fine sand mixed with 2% of inte ral water roofin com ound b wei ht of cement over a 12 mm la er of cement mortar 1:3 1 cement : 3 fine sand and finished neat : 12.19.1 With F.P.S. brick tiles
12.2
12.21.1 12.22
12.23 s m
0.0895 0.0917
0.18 0.18
s m s m s m
0.0240 0.0939 0.0939
0.05 0.19 0.19
Description includin cement slurr etc. com lete. Dark shade i ment with Ordinar cement. Li ht shade i ment with white cement.
12.23.1 12.23.1.1 12.23.2
Providin and la in ressed cla tiles as er a roved attern 20 mm nominal thickness and of a roved size on roofs ointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water roofin com ound laid over a bed of 20 mm thick cement mortar 1:4 1 cement : 4 coarse sand and finished neat com lete. Providin ola 75x75 mm in cement concrete 1:2:4 1 cement : 2 coarse sand : 4 stone a re ate 10mm and down au e includin finishin with cement mortar 1:3 1 cement : 3 fine sand as er standard desi n : In 75x75mm deep chase Makin khurras 45x45 cm with avera e minimum thickness of 5 cm cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate of 20 nominal 1mx1mx400micron finished with 12mm cement laster 1:3 1 cement : 3 coarse sand and a coat of neat cement roundin the ed e sand makin and finishin the outlet com lete. Providin sand stone slab for roofin and la in them in cement mortar 1 : 4 1 cement : 4 coarse sand over wooden karries or R.C.C. battens Karries and battens to be aid se aratel includin ointin the ceilin joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 mm thick White sand stone slab :
12.23.2.1 12.42
s m
0.1291 0.0660 0.1621
0.26 0.13 0.32
s m s m s m
0.0330 0.1951 0.1951
0.07 0.39 0.39
40 to 50 mm thick Providin and fixin M.S. holder bat clam s of a roved desi n to C.I. or S.C.I. rain water i es embedded in and includin cement concrete blocks 10x10x10cm of 1:2:4 mix 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size and cost of cuttin holes and makin ood the walls etc. : 12.42.1 100 mm diameter 12.42.2 150 mm diameter 13.0 FINISHING CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement laster of mix : 13.1.1 1:4 1 cement : 4 fine sand
0.0786
0.16
s m
0.0862
0.17
s m
0.1044
0.21
s m
0.1351
0.27
0.1491
0.1374
0.27
sqm
0.0775
0.16
0.0931
0.19
0.36 0.24 0.19
s m
0.1242
0.25
s m
0.1242
0.25
s m
0.1242
0.25
s m
0.1242
0.25
s m
0.1242
0.25
s m
0.1242
0.25
100s m
3.1100
6.22
100s m
3.1100
6.22
100s m
9.1300
18.26
100s m
19.7600
39.52
metre
0.0310
0.06
each
0.0600
0.12
100s m
0.7400
1.48
100s m
0.7400
1.48
each each
0.0050 0.0050
0.01 0.01
100s m
sheet
10.94
3.6000
7.20
13.2.1
100s m
6.5400
13.08
13.2.2 13.3 13.3.1
1:6 1 cement : 6 fine sand 20 mm cement laster of mix : 1:4 1 cement : 4 fine sand
100s m
4.3000
8.60
100s m
8.5100
17.02
13.3.2
1:6 1 cement : 6 fine sand CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix :
100s m
5.6000
11.20
13.4 13.4.1 13.4.2 13.5
1:4 1 cement : 4 coarse sand 1:6 1 cement : 6 coarse sand 15 mm cement laster on rou h side of sin le or half brick wall of mix :
100s m 100s m
5.4700 3.6000
10.94 7.20
13.5.1 13.5.2 13.6 13.6.1
1:4 1 cement : 1:6 1 cement : 20 mm cement 1:4 1 cement :
100s m 100s m
6.5400 4.3000
13.08 8.60
100s m
8.5100
17.02
13.6.2
1:6 (1 cement : 6 coarse sand) CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12 mm cement laster finished with a floatin coat of neat cement of mix :
100sqm
5.6000
11.20
13.7.1 13.7.2 13.8
1:3 1 cement : 3 fine sand 1:4 1 cement : 4 fine sand 15 mm cement laster on rou h side of sin le or half brick wall finished with a floatin coat of neat cement of mix :
100s m 100s m
9.5400 7.6700
19.08 15.34
13.8.1 13.8.2 13.9
1:3 1 cement : 3 fine sand 1:4 (1 cement : 4 fine sand) 12 mm cement laster 1:3 1 cement : 3 coarse sand finished with a floatin coat of neat cement. 15 mm cement laster 1:3 1 cement : 3 coarse sand finished with a floatin coat of neat cement on the rou h side of sin le or half brick wall. CEMENT PLASTER IN TWO COATS
100s m 100sqm
10.9700 8.7400
21.94 17.48
100s m
9.5400
19.08
100s m
10.9700
21.94
13.1
s m
s m
5.4700
0.30
s m
Bags
0.1783 0.1205 0.0931
100s m
13.7 s m
Quintals
s m
1:6 1 cement : 6 fine sand 15 mm cement laster on the rou h side of sin le or half brick wall of mix : 1:4 1 cement : 4 fine sand
13.1.2 13.2
s m
Unit
11.36
12.21
Medium shade using 50% white cement 50% Grey cement. Dark shade usin ordinar cement. Ordinar cement without an i ment. Providin and fixin 10mm thick acid and or alkali resistant tiles of a roved make and colour usin acid and or alkali resistin mortar beddin and oints filled with acid and or alkali resistin cement as er IS : 4457 com lete as er the direction of En ineer-in- Char e. In floorin on a bed of 10 mm thick mortar 1:4 1 acid roof cement : 4 coarse sand . Acid and alkali resistant tile. In dado/skirtin on 12 mm thick mortar 1:4 1 acid roof cement : 4 coarse sand . Acid and alkali resistant tile. Tile work in skirtin risers of ste s and dado u to 2 m hei ht over 12 mm thick bed of cement mortar 1:3 1 cement :3 coarse sand and ointed with re cement slurr @ 3.3 k /s m includin ointin in white cement mixed with pigment of matching shade complete. Marble tiles olished R a Na ar. 8 mm thick.
0.38 0.22 0.16 0.30 0.08 0.22 0.16 0.22 0.22
0.26
i ment with white cement.
White cement without an
0.1907 0.1097 0.0810 0.1502 0.0405 0.1097 0.0810 0.1097 0.1097
0.1292
s m
11.12.1.4
Bags
0.0578 0.1494 0.0289
i ment.
Li ht shade i ment with ordinar cement. Ordinar cement without an i ment. 40 mm thick marble chi s floorin rubbed and olished to ranolithic finish under la er 28 mm thick cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 12.5mm nominal size and to la er 12mm thick with white black chocolate re ellow or reen marble chi s of sizes from 7mm to 10mm nominal size laid in cement marble owder mix 3:1 3 cement : 1 marble owder b wei ht in ro ortion of 2:3 2 cement marble owder mix : 3 marble chi s b volume includin cement slurr etc. com lete : Dark shade pigment with ordinary cement. Li ht shade i ment with white cement.
Quintals
4 coarse 6 coarse laster of 4 coarse
sand sand mix : sand
Code 11.3
13.12
13.13 13.14 13.15 13.16 13.16.1 13.17
13.18
Description 40 mm thick rubbed stone floorin over 20 mm avera e thick base of cement mortar 1:5 1 cement :5 coarse sand with oints 3mm thick side buttered with cement mortar 1:2 1 cement : 2 stone dust admixed with i ment to match the shade of stone and ointin with same 18 mm cement laster in two coats under la er 12 mm thick cement laster 1:5 1 cement : 5 coarse sand and a to la er 6mm thick cement laster 1:3 1 cement : 3 coarse sand finished rou h with s on e. 12 mm cement laster 1:2 1 cement : 2 stone dust 15 mm cement laster 1:2 1 cement : 2 stone dust on the rou h side of sin le or half brick wall. 20 mm cement laster 1:2 1 cement : 2 stone dust 6 MM CEMENT PLASTER 6 mm cement laster of mix : 1:3 1 cement : 3 fine sand 6 mm cement laster 1:3 1 cement : 3 fine sand finished with a floatin coat of neat cement and thick coat of Lime wash on to of walls when dr for bearin of R.C.C. slabs and beams. Neat cement punning
13.28.1
ROUGH CAST PLASTER Rou h cast laster u to 10m hei ht above round level with a mix ture of sand and ravel or crushed stone from 6mm to 10mm nominal size dashed over and includin the fresh laster in two la ers under la er 12mm cement laster 1:4 1 cement : 4 coarse sand and to la er 10mm cement laster 1:3 1 cement : 3 fine sand mixed with 10% finel rounded h drated lime b volume of cement. Ordinar cement finish usin ordinar cement PEBBLE DASH PLASTER Pebble dash plaster upto 10m height above ground level with a mixture of washed ebble or crushed stone 6mm to 12.5mm nominal size dashed over and includin fresh laster in two la ers under la er 12mm cement laster 1:4 1 cement : 4 coarse sand and to la er 10mm cement laster with cement mortar 1:3 1 cement : 3 fine sand mixed with 10% finel rounded h drated lime b volume of cement. PLAIN CEMENT MORTAR BANDS 12 mm thick lain cement mortar bands in cement mortar 1:4 1 cement : 4 fine sand : Flush Band
13.28.2
Sunk Band
13.19
13.19.1 13.2
13.28
13.28.3
Raised Band
13.28.4
Moulded Band
13.29 13.29.1
18 mm thick lain cement mortar band in cement mortar 1:4 1 cement : 4 fine sand): Flush Band
13.29.2
Sunk Band
13.29.3
Raised Band
13.29.4
Moulded Band
13.3
13.31 13.31.1 13.31.2 13.32 13.32.1 13.33 13.33.1
18 mm thick moulded cement mortar band in two coats under la er 12mm thick with cement mortar 1:5 1 cement : 5 coarse sand to layer 6mm thick with cement mortar 1:4 (1 cement : 4 fine sand). POINTING OF BRICK WORK Pointin on brick work or brick floorin with cement mortar 1:3 1 cement : 3 fine sand : Flush / Ruled/ Struck or weathered ointin . Raised and cut ointin POINTING ON TILE BRICK WORK Pointin on tile brick work with cement mortar 1:3 1 cement :3 fine sand : Flush/ Ruled/ Struck or weathered ointin POINTING ON STONE WORK Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled ointin
13.33.2 13.34
Raised and cut ointin Raised and cut ointin on stone work in white cement mortar 1:3 1 white cement : 3 marble dust 13.35 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand : 13.35.1 Flush/ Ruled ointin 13.72 Washed stone rit laster on exterior walls of hei ht u to 10 M. above level in two la ers under la er 12mm cement laster 1:4 1 cement : 4 coarse sand furrowin the under la e r with scratchin tool a l in cement slurr on the under la er @ 2 K of cement er s uare metre to la er 15mm cement laster 1:1/2:2 1 cement : 1/2 coarse sand : 2 stone chi in 10mm nominal size in anels with roove all around as er a roved attern includin scrubbin and washin the to la er with brushes and water to ex ose the stone chi in s com lete as er specification and direction of Engineer-in- charge (Payment for rovidin rooves shall be made se aratel . 14.0 REPAIR TO BUILDING 14.1 Re airs to laster of thickness 12mm to 20mm in atches of area 2.5 s . meters and under includin cuttin the atch in ro er sha e rakin out oints and re arin and lasterin the surface of the walls com lete includin dis osal of rubbish to the dum in round within 50metres lead : 14.1.1 With cement mortar 1:4 1 cement : 4 fine sand 14.1.2 With cement mortar 1:4 1 cement : 4 coarse sand . 14.2 Fixin chowkha ts in e xistin o enin includ in emb eddin chowkha ts in floors or walls cutting masonry for holdfasts embedding hold fasts in cement concrete blocks with cement concrete 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size aintin two coats of a roved wood reservative to sides of chowkhats and makin ood the dama es to walls and floors as re uired com lete includin dis osal of rubbish to the dum in round within 50 meters lead : 14.2.1 Door chowkhats 14.2.2 Window chowkhats 14.2.3 Clerestor window chowkhats 14.12 Providin and fixin 16 mm M.S. Fan clam s of standard sha e and size in existin R.C.C. slab includin cuttin chase and makin ood and aintin ex osed ortion of the clam s com lete. 14.13 Re radin terracin of mud ha sk a covered with tiles or brick in cement b dismantlin tiles or bricks removin mud laster re arin the surface of mud haska to ro er slo e rela in mud laster obri lea in and tiles or bricks routed in cement mortar 1:3 1 cement : 3 fine sand includin re lacin unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded within 50 metres lead. 14.14 Re lacin sand stone slabs in roofin laid in cement mortar 1:4 1 cement : 4 coarse sand includin necessar re airs and cement ointin with same mortar com lete includin dis osal of rubbish to dum in round within 50 metres of lead : 14.14.1 Red/ white sand stone slabs 30 to 50 mm thick. 14.15 Re newin wooden battens in roof s includ in mak in ood the holes in wall and aintin with oil t e wood reservative of a roved brand and manufacture com lete includin removal of rubbish to the dum in round within 50 metres lead : 14.15.1 Sal wood battens. 14.16 Re newin wooden bea ms in roof s includ in ma kin ood the holes in walls and aintin with oil t e wood reservative of a roved brand and manufacture com lete includin removal of rubbish to the dum in round within 50 metres lead : 14.16.1 Not exceedin 4.00 metres in len th. 14.16.1.1 Sal wood beams 14.16.1.2 Hollock wood beams 14.16.2 Above 4.00 metres and u to 5.00 metres len th. 14.16.2.1 Sal wood beams 14.16.2.2 Hollock wood beams Flush ointin with cement mortar 1:3 1 cement : 3 fine sand mixed with 2% of inte ral water roofin com ound b wei ht of cement for flat tile bricks on to of mud haska : 14.18.1 With F.P.S. brick tiles 14.18.2 With modular brick tiles 16.0 ROAD WORK
Unit
Quintals
Bags
100s m 100s m
8.1300 9.7900
16.26 19.58
100s m 100s m
11.7000 15.2300
23.40 30.46
Code 13.11
16.23
16.24
100s m
3.6700
7.34
100s m 100sqm
5.8700 2.2000
11.74 4.40
16.24.1 16.24.2 16.24.3
Description 18 mm cement laster in two coats under la er 12 mm thick cement laster 1:5 1 cement : 5 coarse sand finished with a to la er 6mm thick cement laster 1:6 1 cement : 6 fine sand . wherever re uired as er direction of En ineer-in-char e includin fixin cost of earth works in excavation concrete works to be aid se aratel . Providin and fixin 15cm dia at to 20cm at bottom and 90cm hi h recast reinforced cement concrete 1:1.5:3 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) boundary stone as per standard desi n includin finishin smooth with cement mortar 1:3 1 cement : 3 fine sand cost of excavation refillin and concretin to be aid for se aratel . Providin and fixin recast reinforced cement concrete 1:1.5:3 1 cement : 1.5 coarse sand : 3 raded stone a re ate 20mm nominal size kilometre stone as er standard desi n includin finishin smooth in 1:3 cement mortar 1 cement : 3 fine sand but excludin the cost of earth work concrete in foundation aintin and letterin etc. which shall be aid for se aratel . 35x111x25 cm size. 50x152.5x25 cm size. 35x93.5x18 cm size.
CONCRETE PAVEMENT Cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 40 mm nominal size in avements laid to re uired slo e and camber in anels as re uired includin consolidation finishin and tam in com lete. MISCELLANEOUS 16.49 Makin bell mouth o enin / entrance of size 100x50x50cm for draina e i e under foot ath includin rovidin cement concrete 1:3:6 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) for sha e of bell mouth includin lasterin rovidin and fixin recast R.C.C./ S.F.R.C. slab includin lasterin with cement mortar 1:3 1 cement : 3 fine sand of 6 mm thickness on ex osed surface of the slab & bell mouth includin centrin shutterin & neat cement unnin inside the bell mouth etc. all com lete. 16.52 Providin and fixin recast lime fl ash concrete blocks 1:2:3:6 1lime : 2 fl ash : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size includin finishin with 10mm thick cement mortar 1:3 1 cement : 3 coarse sand in foot aths includin re aration of sub rade with a hand rammer la in 10 mm thick levelin course of fine sand amuna sand and filling the joints with fine sand. NEW ITEMS/ MODIFIED ITEMS 16.63 Providin and la in and makin kerb channel 30cm wide and 50mm thick of cement concrete 1:3:6 1 cement:3 coarse sand:6 raded stone a re ate 20mm nominal size over 75mm bed of dr brick ballast 40 mm nominal size well rammed and consolidated and routed with fine sand includin finishin the to smooth etc. com lete and as er direction of Engineer-in-charge. 16.67 Providin and fixin at or near round level factor made RCC avement slab of M-30 rade of size 450x450x50mm HPL or e uivalent includin reinforcement with 6mm dia M.S. bars 4 nos on each side includin settin in osition in foot ath to the re uired level and line over a bed of 20mm avera e thick cement mortar 1 cement : 3 coarse sand havin thickness not more than 5mm exce t on curve includin fillin of oints with same cement mortar and makin rooves etc. com lete as er direction of En ineer-in-char e. 16.69 Providin and la in at or near round level factor made kerb stone of M-25 rade cement in osition to the re uired line level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including makin oints with or without rooves thickness of oints exce t at shar curve shall not to more than 5mm includin makin draina e o enin wherever re uired com lete etc. as er direction of En ineer-in-char e len th of finished kerb ed in shall be measured a ment . Precast C.C. kerb stone shall be a roved b En ineer-in-char e . 17.0 SANITARY INSTALLATIONS 17.1/17.2/ Fixin water closet s uattin an Indian t e W.C. an with 100mm sand cast Iron P or S tra 10 litre low level white P.V.C. 17.3 flushin cistern with manuall controlled device handle lever conforming to IS : 7231, with all fittings and fixtures complete includin cuttin and makin ood the walls and floors wherever re uired 17.4 Fixin white vitreous china flat back or wall corner t e li ed front urinal basin of 430x260x350mm and 340x410x265mm sizes res ectivel with automatic flushin cistern with standard flush i e and C.P. brass s readers with brass unions and G.I clam s complete, including painting of fittings and brackets, cutting and makin ood the walls and floors wherever re uired : 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushin cistern. 17.4.2 Ran e of two urinal basins with 5 litre white P.V.C. automatic flushin cistern. 17.4.3 Ran e of three urinal basins with 10litre white P.V.C. automatic flushin cistern. 17.4.4 Ran e of four urinal basins with 10 litre white P.V.C. automatic flushin cistern. 17.5 Fixin white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittin s standard size C.P. brass flush i e s readers with unions and clam s all in C.P. brass with waste fittin as er IS : 2556 C.I. tra with outlet ratin and other cou lin s in C.P. brass includin aintin of fittin s and cuttin and makin ood the walls and floors : 17.5.1 Sin le half stall urinal with 5 litre P.V.C. automatic flushin cistern. 17.5.2 Ran e of two half stall urinals with 5 litre P.V.C. automatic flushin cistern. 17.5.3 Ran e of three ha lf stall urina ls with 10 litre P.V .C. automatic flushing cistern. 17.5.4 Ran e of four half stall urinals with 10 litre P.V.C. automatic flushin cistern. 17.6 Fixin one iece construction white vitreous china s uattin late with an inte ral lon itudinal flushin i e white P.V.C. automatic flushin cistern with fittin s standard size G.I. flush i e for back and front flush with standard s reader i es with fittin s G.I clam s and C.P. brass cou lin com lete includin aintin of fittin s and cuttin and makin ood the walls and floors etc. wherever re uired : 17.6.1 Sin le s uattin late with 5 litre P.V.C. automatic flushin cistern. 17.6.2 Ran e of two s uattin lates with 5 litre P.V.C. automatic flushin cistern. 17.6.3 Ran e of three s ua ttin lates with 10 litre P.V .C. automatic flushin cistern. 17.6.4 Ran e of four s uattin lates with 10 litre P.V.C. automatic flushin cistern. 17.7 Fixin wash basin with C.I. brackets 15 mm C.P. brass illar ta s 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets cuttin and makin ood the walls 17.8 Fixin white vitreous china edestal for wash basin com letel recessed at the back for the rece tion of i es and fittin s. 17.9/17.10 Fixin kitchen sink with C.I. brackets C.P. brass chain with rubber 17.11 lu 40 mm C.P. brass waste com lete includin aintin the fittin s and brackets cuttin and makin ood the walls 17.12 Fixin drainin b oard with C.I. b rack ets includin aintin of brack ets cuttin and makin ood the walls 17.13 Fixin White vitreous china water closet s uattin an Indian t e 17.17 Fixin a air of white vitreous china foot rests of standard attern for squatting pan water closet 17.23 Fixin white vitreous china flat ba ck or wa ll corner t e li ed f ront urinal basin of 430x260x350mm and 340x410x265mm sizes res ectivel . 17.24 Fixin white vitreous china s uattin late urinal with inte ral rim lon itudinal flush i e. 17.25 Fixin white vitreous china wash basin includin makin all connections but excludin the cost of fittin s : 17.26/17.2 Fixin kitchen sink includin makin all connections excludin cost of fittin s. 17.37 Providin and fixin M.S. holder-bat clam s of a roved desi n to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size includin cost of cuttin holes and makin ood the walls etc. : 17.59 Providin and fixin M.S. sta s and clam s for sand cast iron/centrifu all cast s un iron i es of diameter 100 75 or 50 mm 17.6 Providin and fixin tra of self cleansin desi n with screwed down
Unit
Quintals
Bags
100s m
6.2600
12.52
cum
4.0000
8.00
each
0.0820
0.16
each each each
0.3700 0.6980 0.2300
0.74 1.40 0.46
cum
3.2000
6.40
10 nos
6.6000
13.20
sqm
0.0500
0.10
metre
0.1100
0.22
100s m
7.7500
15.50
cum
0.0500
0.10
each
0.0500
0.10
each
0.0250
0.05
each
0.0400
0.08
each
0.0670
0.13
each
0.0950
0.19
16.42
100s m
11.5900
23.18
100s m
11.5900
23.18
100metre 1cm wide 100metre 1cm wide 100metre 1cm wide 100metre 1cm wide
0.0530
0.11
0.0530
0.11
0.0530
0.11
0.0530
0.11
0.0760
0.15
0.0760
0.15
0.0760
0.15
0.0760
0.15
100metre 1cm wide
0.0700
0.14
100s m 100s m
1.5300 2.0400
3.06 4.08
100s m
2.3500
4.70
100s m
1.1700
2.34
100s m
2.3500
4.70
100s m
2.3500
4.70
100s m
0.6800
1.36
100metre 1cm wide 100metre 1cm wide 100metre 1cm wide 100metre 1cm wide
100s m
17.4720
34.94
100s m 100s m
6.9500 6.9500
13.90 13.90
each each each
each
100s m
100s m
cum
0.1200 0.0600 0.0300
0.0160
3.1100
0.7800
0.3600
0.24 0.12 0.06
0.03
6.22
1.56
0.72
cum cum
0.1300 0.1300
0.26 0.26
cum cum
0.1300 0.1300
0.26 0.26
100s m 100s m
0.7600 0.7600
1.52 1.52
14.18
each
0.0510
0.10
each
0.1020
0.20
each
0.1530
0.31
each
0.2030
0.41
each
0.0510
0.10
each
0.1020
0.20
each
0.1530
0.31
each
0.2030
0.41
each
0.0250
0.05
each
0.0160
0.03
each
0.0250
0.05
each each
0.0140 0.0250
0.03 0.05
each
0.0250
0.05
each
0.0100
0.02
each
0.0200
0.04
each
0.0150
0.03
each
0.0150
0.03
each
0.0050
0.01
each
0.0050
0.01
Code
17.61.1
Description FENCING Su l in at site : R.C.C. Standards ost/ struts/rails/ ales of mix 1:1.5:3 1 cement : 1.5 coarse sand : 3 raded stone a re ate 12.5 mm nominal size with wooden lu s or 6mm bar nibs cast iron/ centrifu all cast s un iron i es and makin ood the same with cement concrete 1:3:6 1 cement : 3 coarse sand :6 raded stone a re ate 12.5 mm nominal size includin necessar laster and ointin in cement mortar 1:4 1 cement : 4 coarse sand 100 mm dia.
17.61.2
75 mm dia.
16.15 16.15.1
17.61.3
50 mm dia.
Unit
100 metre 100 metre 100 metre
Quintals
Bags
5.4000
10.80
3.7000
7.40
1.8700
3.74
Code
17.60.1 17.60.2 17.61 19.6.5 19.6.6 19.6.7 19.6.8 19.6.9 19.6.10 19.6.11 19.6.12 19.6.13 19.7
18.0 WATER SUPPLY 18.1/18.4/ Providin and fixin G.I./ PE-AL-PE/ PP-R i es com lete with fittin s and clam s includin cuttin and makin ood the walls etc. 18.7/18.10 Internal work – Exposed on wall. 18.10.1 15 mm dia. nominal bore 18.10.2 20 mm dia. nominal bore 18.10.3 25 mm dia. nominal bore 18.10.4 32 mm dia. nominal bore 18.10.5 40 mm dia. nominal bore 18.10.6 50 mm dia. nominal bore
metre metre metre metre metre metre
0.0500 0.0600 0.0700 0.0750 0.0800 0.0800
0.10 0.12 0.14 0.15 0.16 0.16
19.7.1
18.2/18.5/
metre
0.8800
1.76
19.7.2
Concealed i es includin aintin with anti corrosive bitumastic aint cuttin chases and ma kin ood the wall
18.8/18.11 18.32
Constructin masonr Chamber 30x30x50 cm inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sto cock with C. I. surface box 100x100 x75 mm inside with hin ed cover fixed in cement concrete slab 1:2:4 mix 1 cement :2 coarse sand : 4 raded stone a re ate 20 mm nominal size necessar excavation foundation concrete 1:5:10 1 cement :5 fine sand:10 raded stone a re ate 40mm nominal size and inside lasterin with cement mortar 1:3 1 cement :3 coarse sand 12mm thick finished with a floatin coat of neat cement com lete as er standard desi n : 18.32.1 With F.P.S. bricks 18.33 Constructin masonr Chamber 60x60x75 cm inside with 75 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve with C.I. surface box 100mm. to diameter 160 mm bottom diameter and 180 mm dee inside with chained lid and RCC to slab 1:2:4 mix 1 cement :2 coarse sand : 4 raded stone a re ate 20mm nominal size necessar excavation foundation concrete 1:5:10 1 cement : 5 fine sand : 10 raded stone a re ate 40 mm nominal size and inside lasterin with cement mortar 1:3 1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement com lete as er standard desi n : 18.33.1 With F.P.S. bricks 18.34 Constructin masonr Chamber 90x90x100 cm inside with 75 class desi nation brick work in cement mortar 1:5 1 cement : 5 fine sand for sluice valve with C.I. surface box 100 mm. to diameter 160 mm bottom diameter and 180 mm dee inside with chained lid and RCC to slab 1:2:4 mix 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size n ecessar e xcav ation f ounda tion concrete 1:5:10 1 cement : 5 fine sand:10 raded stone a re ate 40 mm nominal size and inside lasterin with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement com lete as er standard desi n : 18.34.1 With F.P.S. bricks 18.35 Constructin masonr Chamber 120x120x100 cm inside with 75 class desi nation brick work in cement mortar 1:5 1 cement : 5 fine sand for sluice valve with C.I. surface box 100 mm. to diameter 160 mm bottom diameter and 180 mm dee inside with chained lid and RCC to slab 1:2:4 mix 1 cement :2 coarse sand : 4 raded stone a re ate 20 mm nominal size necessar excavation foundation concrete 1:5:10 1 cement : 5 fine sand:10 raded stone a re ate 40 mm nominal size and inside lasterin with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floatin coat of neat cement com lete as er standard desi n : 18.35.1 With F.P.S. bricks 18.36 Constructin masonr Chamber 60x60x75 cm inside with 75 class desi nation brick work in cement mortar 1:5 1 cement : 5 fine sand for fire h drants with C.I. surface box 350x350 mm. to and 165 mm dee inside with chained lid and RCC to slab 1:2:4 mix 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size necessar excavation foundation concrete 1:5:10 1 cement : 5 fine sand:10 raded stone a re ate 40 mm nominal size and inside lasterin with cement mortar 1:3 1 cement : 3 coarse sand 12 mm thick finished with a floatin coat of neat cement com lete as er standard desi n : 18.36.1 With F.P.S. bricks 18.37 Constructin masonr Chamber 60x45x50 cm inside with 75 class desi nation brick work in cement mortar 1:5 1 cement : 5 fine sand for water meter com lete with C.I. double fla surface box 400x200x200 mm inside with lockin arran ement and RCC to slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size necessar excavation foundation concrete 1:5:10 1 cement : 5 fine sand:10 raded stone a re ate 40 mm nominal size and inside lasterin with cement mortar 1:3 1 cement : 3 coarse sand 12 mm thick finished with a floatin coat of neat cement com lete as er standard desi n : 18.37.1 With F.P.S. bricks 18.76 Cuttin holes u to 30x30 cm in walls includin makin ood the same: 18.76.1 With F.P.S. bricks 18.77 Cuttin hole s u to 15x 15cm in R.C.C. f loors and roof s f or a ssin drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 1 cement :2 coarse sand : 4 raded stone a re a te 20 mm nominal size includin f inishin com lete so as to make it leak roof. 18.78 Makin chases u to 7.5x7.5 cm in walls includin makin ood and finishin with matchin surface after housin G.I. i e etc. 18.79 Makin hole u to 20x20 cm and embeddin i es u to 150 mm diameter in masonr and fillin with cement concrete 1:3:6 1 cement : 3 coarse sand 6 raded stone a re ate 20 mm nominal size includin dis osal of malba. 19.0 DRAINAGE 19.1 Jointin lazed stoneware i es rade ‘A’ with stiff mixture of cement mortar in the ro ortion of 1:1 1 cement : 1 fine sand includin testin of oints etc. com lete : 19.1.1 100 mm diameter 19.1.2 150 mm diameter 19.1.3 200 mm diameter 19.1.4 230 mm diameter 19.1.5 250 mm diameter 19.1.6 300 mm diameter 19.2 La in cement concrete 1:5:10 1 cement : 5 coarse sand : 10 raded stone a re ate 40 mm nominal size alround S.W. i es includin bed concrete as er standard desi n: 19.2.1 100 mm diameter S.W. i e 19.2.2 150 mm diameter S.W. i e 19.2.3 200 mm diameter S.W. i e 19.2.4 230 mm diameter S.W. i e 19.2.5 250 mm diameter S.W. i e 19.3 La in cement concrete 1:5:10 1 cement : 5 coarse sand : 10 raded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes includin bed concrete as er standard desi n : 19.3.1 100 mm diameter S.W. i e 19.3.2 150 mm diameter S.W. i e 19.3.3 200 mm diameter S.W. i e 19.3.4 230 mm diameter S.W. i e 19.3.5 250 mm diameter S.W. i e 19.3.6 300 mm diameter S.W. i e 19.4 Providin and fixin s uare-mouth S.W. ull tra rade 'A'’ com lete with C.I. ratin brick masonr chamber with water ti ht C.I. cover with frame of 300 x300 mm size inside the wei ht of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard desi n : 19.4.1 100x100 mm size P t e 19.4.2 150 x 100 mm size P t e. 19.4.3 180x150 mm size P t e 19.6 Providin and la in non- ressure NP2 class li ht dut R.C.C. i es with collars ointed with stiff mixture of cement mortar in the
19.7.3 19.8 19.8.1 19.8.2 19.9
each
0.2600
0.52
19.9.1 19.1 19.11
each
1.4400
2.88
19.11.1 19.12 19.13 each
2.4800
4.96
19.13.1 19.14 each
3.5000
7.00
19.15
19.16
each
1.3000
2.60
19.17
19.19 each
1.3400
2.68
100 nos.
2.9200
5.84
100 nos.
0.7000
1.40
100 metre
0.8800
1.76
19.19.1 19.19.1.1 19.19.1.2 19.19.1.3 19.19.2 19.19.2.1 19.19.2.2 19.19.3 19.19.3.1 19.19.4 19.19.4.1 19.21
100 metre
4.9000
9.80
100 100 100 100 100 100
2.1700 3.2300 4.3300 4.8700 5.4000 6.4700
4.34 6.46 8.66 9.74 10.80 12.94
100 metre 100 metre 100 metre 100 metr 100 metre
19.2400 23.5300 27.4300 30.0300 31.7200
38.48 47.06 54.86 60.06 63.44
100 100 100 100 100 100
9.1400 14.8200 17.4200 19.1100 20.2800 23.4000
18.28 29.64 34.84 38.22 40.56 46.80
metre metre metre metre metre metre
metre metre metre metre metre metre
19.21.1 19.21.2 19.21.3 19.22
19.22.1 19.22.2 19.23 19.23.1 19.23.2 19.27
19.28 each each each
0.2700 0.2600 0.2500
0.54 0.52 0.50
19.29
Description or hin ed ratin with or without vent arm com lete includin cost of cuttin and makin ood the walls and floors : 100 mm inlet and 100 mm outlet 100 mm inlet and 75 mm outlet Cuttin chases in brick masonr walls for followin diameter sand 450 mm dia. R.C.C. i e 500 mm dia. R.C.C. i e 600 mm dia. R.C.C. i e 700 mm dia. R.C.C. i e 800 mm dia. R.C.C. pipe 900 mm dia. R.C.C. i e 1000 mm dia. R.C.C. i e 1100 mm dia. R.C.C. i e 1200 mm dia. R.C.C. i e Constructin brick masonr manhole in cement mortar 1:4 1 cement : 4 coarse sand R.C.C. to slab with 1:2:4 mix 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size foundation concrete 1:4:8 mix 1 cement : 4 coarse sand : 8 raded stone a re ate 40mm nominal size inside lasterin 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and makin channels in cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size finished with a floatin coat of neat cement com lete as er standard desi n : Inside size 90x80 cm and 45 cm dee includin C.I. cover with frame li ht dut 455x610 mm internal dimensions Inside size 120x90 cm and 90 cm dee includin C.I. cov er with f rame medium dut 500 mm internal d iame te r Inside size 120x90 cm and 90 cm dee includin C.I. cover with frame heav dut 560 mm internal diameter Extra for depth for manholes Size 90x80 cm Size 120x90 cm Constructin brick masonr circular t e manhole 0.91m internal dia at bottom and 0.56m dia at to in cement mortar 1:4 1 cement :4 coarse sand in side cement laster 12 mm thick with cement mortar 1:3 1 cement : 3 coarse sand finished with a floatin coat of neat cement foundation concrete 1:3:6 mix 1 cement : 3 coarse sand : 6 raded stone a re ate 40mm nominal size and makin necessar channel in cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size finished with a floatin coat of neat cement all complete as per standard design : 0.91 m dee with S.F.R.C. cover and frame heav dut HD-20 rade desi nation 560mm internal diameter : Extra de th for circular t e manhole 0.91m internal dia at bottom with be ond 0.91m to 1.67m Constructin brick masonr circular manhole 1.22m internal dia at bottom and 0.56m dia at to in cement mortar 1:4 1 cement :4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 1 cement :3 coarse sand finished with a floatin coat of neat cement foundation concrete 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 40mm nominal size and makin necessar channel in cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size finished with a floatin coat of neat cement all com lete as er standard desi n : 1.68 m dee with SFRC Cover and frame heav dut HD-20 rade d esi na tion 560mm internal diame te r Extra de th for circular t e manhole 1.22m internal dia at bottom be ond 1.68 m to 2.29 m Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at to in cement mortar 1:4 1 cement : 4 coarse sand inside cement laster 12mm thick with cement mortar 1:3 1 cement : 3 coarse sand finished with a floatin coat of neat cement foundation concrete 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 40mm nominal size and makin necessar channel in cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20mm nominal size finished with a floatin coat of neat cement all com lete as er standard desi n : 2.30m dee with SFRC Cover and frame heav dut HD20 rade de si nation 560mm internal diameter Extra depth for circular type manhole 1.52 m internal dia (at bottom) be ond 2.30 m Providin M.S. foot rests includin fixin in manholes with 20x20x10 cm cement concrete blocks 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size as er standard desi n Providin oran e colour safet foot rest of minimum 6 mm thick lastic enca sulated as er IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum len th 263 mm and width as 165mm with minimum 112 mm s ace between rotruded le s havin 2 mm tread on to surface b ribbin or che uerin besides necessar and ade uate anchorin ro ections on tail len th on 138 mm as er standard drawin and suitable to with stand the bend test and chemical resistance test as er s ecifications and havin manufacture's ermanent identification mark to be visible even after fixin includin fixin in manholes with 30x20x15 cm cement concrete block 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size com lete Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixin with 20x20x10 cm cement concrete blocks 1:3:6 1 cement : 3 coarse sand : 6 raded stone a re ate 20 mm nominal size : Providin and fixin in osition recast R.C.C. manhole cover and frame of re uired sha e and a roved ualit L D- 2.5 Rectan ular sha e 600x450mm internal dimensions S uare sha e 450mm internal dimensions Circular sha e 450mm internal diameter M D - 10 Square shape 450mm internal dimension Circular sha e 500mm internal diameter H D - 20 Circular sha e 560 mm internal diameter EHD - 35 Circular sha e 560 mm internal dia. Makin connection of drain or sewer line with existin manhole includin breakin into and makin ood the walls floors with cement concrete 1:2:4 mix 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nominal size cement lastered on both sides with cement mortar 1:3 1 cement : 3 coarse sand finished with a floatin coat of neat cement and makin necessar channels for the drain etc. com lete : For i es 100 to 230 mm diameter For i es 250 to 300 mm diameter For i es 350 to 450 mm diameter Providin sand cast iron dro connection externall for 60 cm dro from branch sewer line to main sewer manhole including inspection and cleanin e e with chain and lid sand cast iron dro i e and bend encased alround with cement concrete 1:5:10 1 cement : 5 fine sand : 10 raded stone a re ate 40 mm nominal size with all centrin and shutterin re uired cuttin holes in walls and makin ood with brick work in cement mortar 1:4 1 cement : 4 coarse sand lastered with cement mortar 1:3 1 cement : 3 coarse sand on inside of the manhole wall lead caulked oints between sand cast iron i es and fittin s stiff cement mortar 1:1 1 cement : 1 fine sand oints between sand cast iron tee and S.W. i e makin re uired channels com lete as er standard desi n and s ecifications : 100 mm dia. sand cast iron drop connection 150 mm dia. sand cast iron dro connection Extra for de ths be ond 60 cm of sand cast iron dro connection com lete : For 100 mm dia. sand cast iron dro connection For 150 mm dia. sand cast iron dro connection Constructin brick masonr road ull chamber 50x45x60 cm with bricks of class desi nation 75 in cement mortar 1:4 1 cement : 4 coarse sand includin 500x450 mm recast R.C.C. horizontal ratin with frame com lete as er standard desi n : Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks of class desi nation 75 in cement mortar 1:4 1 cement : 4 coarse sand with recast R.C.C. vertical ratin com lete as er standard desi n : Constructin brick masonr road ull chamber 110x50x77.5 cm with bricks of class desi nation 75 in cement mortar 1:4 1 cement : 4 coarse sand includin 500x450 mm recast R.C.C. horizontal ratin
Unit
Quintals
Bags
each each
0.0250 0.0250
0.05 0.05
100 metre 100 metre 100 metre 100 metre 100 metre 100 metre 100 metre 100 metre 100 metre
2.4000 2.6000 3.2000 3.7000 4.2000 4.9000 5.5000 6.1000 6.8000
4.80 5.20 6.40 7.40 8.40 9.80 11.00 12.20 13.60
each
2.9200
5.84
ea ch
4.7300
9.46
each
4.7300
9.46
metre metre
1.2600 1.5200
2.52 3.04
each
2.7500
5.50
metre
3.6100
7.22
ea ch
5.3900
10.78
metre
6.2700
12.54
ea ch
10.8600
21.72
metre
16.7100
33.42
100 nos.
0.8800
1.76
100 nos
1.9800
3.96
100 nos
0.8800
1.76
each each each
0.1280 0.0960 0.0960
0.26 0.19 0.19
each each
0.1280 0.0960
0.26 0.19
each
0.0960
0.19
each
0.0960
0.19
each each each
0.0560 0.0950 0.1530
0.11 0.19 0.31
each each
0.3400 0.4600
0.68 0.92
metre
0.2100
0.42
metre
0.2600
0.52
each
0.9300
1.86
each
0.8200
1.64
Code
19.6.1 19.6.2 19.6.3 19.6.4
19.30.1 19.30.2 19.30.3 19.31 19.31.1 19.31.2 19.31.3
Description ro ortion of 1:2 1 cement : 2 fine sand includin testin of oints etc. com lete : 100 mm dia. R.C.C. i e 150 mm dia. R.C.C. i e 250 mm dia. R.C.C. i e 300 mm dia. R.C.C. i e frame 15 k R.C.C. to slab with 1:2:4 mix 1 cement :2 coarse sand : 4 raded stone a re ate 20 mm nominal size foundation concrete 1:5:10 1 cement : 5 fine sand : 10 raded stone a re ate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 1 cement : 3 coarse sand finished smooth with a floatin coat of neat cement on walls and bed concrete etc. com lete as er standard desi n : Inside dimensions 455x610 mm and 45 cm dee for sin le i e line : Inside dimensions 500x700 mm and 45 cm dee for i e line with one or two inlets : Inside dimensions 600x 850 mm and 45 cm dee for i e line with three or more inlets : Extra for de th be ond 45 cm of brick masonr chamber : For 455x610 mm size For 500x700 mm size For 600x850 mm size
Makin soak it 2.5 m diameter 3.0 metre dee with 45 x 45 cm dr brick hone comb shaft with bricks of class desi nation 75 and S.W. drain i e 100 mm diameter 1.8 m lon com lete as er standard desi n. 19.34 Providin and fixin S.W. interce tin tra in manholes with stiff mixture of cement mortar 1:1 1 cement : 1 fine sand includin testin of oints etc. com lete : 19.34.1 100 mm dia 19.34.2 150 mm dia 20.0 PILE WORK 20.1 Providin drivin and installin driven cast-in-situ reinforced cement concrete iles of s ecified diameter and len th below the ile ca M 35 in cement concrete to carr safe workin load not less than s ecified excludin the cost of steel reinforcement but includin the cost of shoe and the len th of ile to be embedded in the ile ca etc. all com lete. Len th of ile for a ment shall be measured from to of shoe to the bottom of ile ca : 20.1.1 400 mm dia iles 20.1.2 450 mm dia piles 20.1.3 500 mm dia iles 20.1.4 550 mm dia iles 20.1.5 750 mm dia iles. 20.1.6 1000 mm dia iles. 20.1.7 1200 mm dia iles. 20.1.8 1500 mm dia iles.
Unit
Quintals
Bags
Code 19.3
100 100 100 100
metre metre metre metre
0.5000 0.6000 0.9000 1.1000
1.00 1.20 1.80 2.20
22.6
each
0.9000
1.80
each
1.0200
2.04
each
1.2700
2.54
metre metre metre
0.8700 0.9500 1.1200
1.74 1.90 2.24
19.32
20.2
20.2.1 20.2.2 20.2.3 20.2.4 20.2.5 20.2.6 20.2.7 20.2.8 20.2.9 20.3
20.3.1 20.3.2 20.3.3 20.3.4
Borin rovidin and installin bored cast-in-situ reinforced cement concrete ile of s ecified diameter and len th below the ile ca M 35 in cement concrete to carr a safe workin load not less than s ecified excludin the cost of steel reinforcement but includin the cost of borin with bentonite solution and tem orar casin of a ro riate len th for settin out and removal of same and the len th of the ile to be embedded in the ile ca etc. all com lete includin re mova l of excav ated ea rth with all lif ts an d lead s Len th of ile f or a ment shall be measured u to bottom of ile ca . 300 mm dia iles 400 mm dia piles 450 mm dia iles 500 mm dia. iles 600 mm dia iles 750 mm dia iles. 1000 mm dia iles. 1200 mm dia iles. 1500 mm dia iles. Borin Providin and installin cast in situ sin le under reamed iles of s ecified diameter and len th below ile ca in M 35 cement concrete to carr a safe workin load not less than s ecified excluding the cost of steel reinforcement but including the cost of borin with bentonite solution and the len th of the ile to be embedded in ile ca etc. all com lete. Len th of ile for a ment shall be measured u to to the bottom of ile ca : 300 mm dia iles. 400 mm dia iles 450 mm dia iles 550 mm dia piles
Extra over item No. 20.3 for rovidin additional bulb in under reamed iles under s ecified dia meter Onl the uantit of extra bulbs are to be aid . 20.4.1 300mm dia iles. 20.4.2 400mm dia iles. 20.4.3 450 mm dia iles. 20.4.4 550 mm dia iles. 20.5 Providin drivin and installin driven Pre-cast reinforced cement concrete iles of s ecified diameter and len th below the ile ca in M 35 cement concrete to carry safe working load not less than s ecified. With a central throu h reformed hole with M.S. black i e of dia 40mm for routin with cement sand routin of mix 1:2 1 cement : 2 coarse sand under sufficient ositive ressure to ensure com lete fillin includin centrin shutterin drivin and removin the steel casin i e and liftin casin etc. com lete but excludin the cost of steel reinforcement. Len th of ile for a ment shall be measured from to of the shoe to the bottom of ile ca . 20.5.1 400 mm dia iles. 20.5.2 450 mm dia iles. 20.5.3 500 mm dia iles. 20.5.4 550 mm dia piles. 20.5.5 750 mm dia iles. 20.5.6 1000 mm dia iles. 22.0 WATER PROOFING 22.1 Providin and la in inte ral cement based treatment for water roofin on horizontal surface at all de th below round level for under round structures as directed b En ineer-in-Char e and consistin of : i Ist la er of 22mm to 25mm thick a roved and s ecified rou h stone slab over a 25mm thick base of cement mortar 1:3 1 cement : 3 coarse sand mixed with water roofin com ound conformin to IS:2645 in the recommended ro ortion over the levelin course levelin course to be aid se aratel . Joints sealed and routed with cement slurr mixed with water roofin com ound . ii 2nd la er of 25mm thick cement mortar 1:3 1 cement : 3 coarse sand mixed with water roofin com ound in recommended ro ortions. iii Finishin to with stone a re ate of 10mm to 12mm nominal size s readin @ 8 cudm/s m thorou hl embedded in the 2nd la er. 22.1.1 Using rough kota stone. 22.2 Providin and la in inte ral ce ment b ased treatmen t f or water roofin on the vertical surface b fixin s ecified stone slab 22 mm to 25mm thick with cement slurr mixed with water roofin com ound conformin to IS:2645 in recommended ro ortions with a a of 20mm minimum between stone slabs and the receivin surfaces and fillin the a s with neat cement slurr mixed with water roofin com ound and finishin the exterior of stone slab with cement mortar 1:3 1 cement : 3 coarse sand 20mm thick with neat cement unnin mixed with water roofin com ound in recommended ro ortion com lete at all levels and as directed b Engineer-in-charge : 22.2.1 Usin rou h Kota stone 22.3 Providin and la in water roofin treatmen t to v ertica l a nd horizontal surfaces of de ressed ortions of W.C. kitchen and the like consistin of : Ist course of a l in cemen t slurr @ 4.4 K /s m mixe d with i water roofin com ound conformin to IS 2645 in recommended ro ortions includin roundin off unction of vertical and horizontal surface. ii IInd course of 20mm cement laster 1:3 1 cement : 3 coarse sand mixed with water roofin com ound in recommended proportion including rounding off junction of vertical and horizontal surface. iii IIIrd course of a l in blown or residual bitumen a lied hot at 1.7 K . er s m of area. iv IVth course of 400 micron thick PVC sheet. Overla s at oints of PVC sheet should be 100 mm wide and asted to each other with bitumen @ 1.7 K /s m.
22.7 each
0.0720
0.14
each each
0.0130 0.0190
0.03 0.04
metre metre metre metre metre metre metre metre
0.5370 0.6810 0.8400 1.0170 1.8890 3.3600 4.8360 7.5610
1.07 1.36 1.68 2.03 3.78 6.72 9.67 15.12
22.7.1 22.14 22.14.1
metre metre metre metre metre metre metre metre metre
0.3020 0.5370 0.6810 0.8400 1.2090 1.8890 3.3600 4.8360 7.5610
0.60 1.07 1.36 1.68 2.42 3.78 6.72 9.67 15.12
metre metre metre metre
0.3330 0.6330 0.8160 1.0270
0.67 1.27 1.63 2.05
20.4
each each each each
metre metre metre metre metre metre
0.1410 0.2700 0.3470 0.4370
0.6210 0.7840 0.9590 1.1680 2.6630 3.8390
0.28 0.54 0.69 0.87
1.24 1.57 1.92 2.34 5.33 7.68
22.14.2 22.14.3
16.32.1
16.33 0.68
16.33.1 16.33.2 16.33.3 16.34 s m
0.4430
0.89
16.35
16.36 sqm
0.1580
0.32
Quintals 1.6600
Bags 3.32
sqm
0.0123
0.02
s m
0.0195
0.04
s m
0.3870
0.774
cum cum cum
3.2000 5.1000 3.8000
6.40 10.20 7.60
s m
0.0225
0.05
s m
0.0290
0.06
s m
0.0195
0.04
s m
0.0195
0.04
s m
0.0122
0.02
s m s m
0.0075 0.0050
0.02 0.01
s m s m
0.0040 0.0025
0.01 0.01
s m s m
0.0144 0.0144
0.03 0.03
s m
0.0144
0.03
s m s m
0.0180 0.0180
0.04 0.04
s m
0.0180
0.04
s m
0.0330
0.07
s m
0.0388
0.08
2.0 COEFFICIENT FOR BITUMEN CONSUMPTION SURFACE DRESSING Surface dressin on new surface with avin bitumen of rade A-90/S-90 of a roved ualit usin 2.25 k of bitumen er s m with 1.65 cum of stone chi in s 13.2 mm nominal size er 100 s m of road surface includin consolidation with road roller of 6 to 8 tonne ca acit etc. com lete: 16.26 Surface dressin on new surface in two coats with bitumen of rade A90/S-90 of a roved ualit usin 1.8k .of bitumen er s m with 1.5cum of stone chi in s 13.2mm nominal size er 100 s m of road surface for first coat and 1.1kg. of bitumen per sqm. with 1.00 cu. metre of stone chi in s 11.2mm nominal size er 100 s m. of road surface for second coat includin consolidation of each coat se aratel with road roller of 6 to 8 tonne ca acit etc. com lete. 16.27 Surface dressin on old surface with hot bitumen of rade A-90/ S-90 of a roved ualit usin 1.95 k of bitumen er s m. with 1.50 cum of stone chi in s 11.2 mm nominal size er 100 s m of road surface including consolidation with road roller of 6 to 8 tonne capacity, etc. com lete. 16.28 Surface dressin one coat on new surface with bitumen of s ecified rade at a rate of 1.95 k /s m. of surface area with 1.5 cum. of stone chi in s 13.2 mm nominal size er 100 s m. of road surface includin consolidation with road roller of 6 to 8 tonne ca acit etc. com lete : 16.28.1 Usin bitumen emulsion minimum 50% bitumen content RS rade conformin to IS : 8887 . 16.29 Surface dressin one coat on old surface with bitumen of s ecified rade at the rate of 1.22 k / s m of surface area with 1.10 cum of stone chi in s 11.2 mm nominal size er 100 s m. of road surface includin consolidation with road roller of 6 to 8 tonne capacity etc. complete : 16.29.1 Usin bitumen emulsion minimum 50% bitumen content RS rade conformin to IS : 8887 . PREMIX CARPET 16.3 Providin and a l in tack coat usin hot strai ht run bitumen of rade 80/ 100 includin heatin the bitumen s ra in the bitumen with mechanicall o erated s ra unit fitted on bitumen boiler cleanin and re arin the existin road surface as er s ecifications : 16.30.1 On W.B.M. @ 0.75 K / s m. 16.30.2 On bituminous surface @ 0.50 K / s m. 16.31 Providin and a l in tack coat usin bitumen emulsion Ra id Settin complying with IS 8887-1995, spraying the bitumen emulsion with mechanicall o erated s ra unit cleanin and re arin the existin road surface as er s ecifications : 16.31.1 On W.B.M @ 0.4k /s m. 16.31.2 On bituminous surface @ 0.25k /s m.
16.32.2 16.32.3
0.3420
Unit each
16.25
16.32
sqm
Description with frame and vertical ratin com lete as er standard desi n : Constructin brick masonr chamber for under round C.I. ins ection chamber and bends with 75 class desi nation bricks in cement mortar 1:4 1 cement : 4 coarse sand C.I. cover with frame li ht dut 455x610 mm internal dimensions total wei ht of cover with frame to be not less than 38 k wei ht of cover 23 k and wei ht of will be allowed to air cure for 4 hours followed with water curin for 48 hours. The rate includes re aration of surface treatment and sealin of all oints corners unctions of i es and masonr with polymer mixed slurry. Providin and la in water roofin treatment on roofs of slabs b a l in cement slurr mixed with water roofin cement com ound consistin of a l in : a after surface re aration first la er of slurr of cement @ 0.488 k /s m mixed with water roofin cement com ound @ 0.253 k /s m. b la in second la er of Fibre lass cloth when the first la er is still reen. Overla s of oints of fibre cloth should not be less than 10 cm. c third la er of 1.5 mm thickness consistin of slurr of cement @ 1.289 k /s m mixed with water roofin cement com ound @ 0.670 k /s m and coarse sand @ 1.289 k /s m. This will be allowed to air cure for 4 hours followed b water curing for 48 hours. The entire treatment will be taken upto 30cm on ara et wall and tucked into roove in ara et all around. d fourth and final la er of brick tilin with cement mortar which will be aid for se aratel For the ur ose of measurement the entire treated surface will be measured. Providin and la in inte ral cement based water roofin treatment includin re aration of surface as re uired for treatment of roofs balconies terraces etc consistin of followin o erations: a A l in a slurr coat of neat cement usin 2.75 k /s m. of cement admixed with water roofin com ound conformin to IS. 2645 and a roved b En ineer-in-char e over the RCC slab includin ad oinin walls upto 300mm height including cleaning the surface before treatment. b La in brick bats with mortar usin broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 1 cement : 5 coarse sand admixed with water roofin com ound conformin to IS : 2645 and a roved b En ineer-in-char e over 20 mm thick la er of cement mortar of mix 1:5 1 cement :5 coarse sand admixed with water roofin com ound conformin to IS : 2645 and a roved b En ineer-in-char e to re uired slo e and treatin similarl the ad oinin walls u to 300 mm hei ht includin roundin of unctions of walls and slabs c After two da s of ro er curin a l in a second coat of cement slurr usin 2.75k / s m of cement admixed with water proofing compound conforming to IS : 2645 and approved by En ineer-in-char e. d Finishin the surface with 20 mm thick ointless cement mortar of mix 1:4 1 cement :4 coarse sand admixed with water roofin com ound conformin to IS : 2645 and a roved b En ineer-in-char e includin la in lass fibre cloth of a roved ualit in to la er of laster and finall finishin the surface with trowel with neat cement slurr and makin attern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum eriod of two weeks for curin and for final test. All above o erations to be done in order and as directed and s ecified b the En ineer-in-Char e : With avera e thickness of 120mm and minimum thickness at khurra as 65 mm. Gradin roof for water roofin treatment with Cement concrete 1:2:4 1 cement : 2 coarse sand : 4 raded stone a re ate 20 mm nomina l size Cement mortar 1:3 1 cement : 3 coarse sand Cement mortar 1:4 1cement : 4 coarse sand
2 cm remix car et surfacin with 1.8 cum and 0.90 cum of stone chi in s of 13.2 mm size and 11.2 mm size res ectivel er 100 s m. and 52 k . and 56 k . of hot bitumen er cum of stone chi in s of 13.2 mm and 11.2 mm size res ectivel includin a tack coat with hot strai ht run bitumen includin consolidation with road roller of 6 to 9 tonne ca acit etc. com lete: tack coat to be aid for se aratel . With avin As halt 80 /100 heated and then mixed with solvent at the rate of 70 rams er k of as halt. With avin As halt 60/70 with no solvent With Refiner Modified Bitumen CRMB 55 conformin to IRC : SP : 53-1999. 2.5 cm remix car et surfacin with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 k . and 56 k . of hot bitumen er cum of stone chi in s of 13.2 mm and 11.2 mm size res ectivel includin a tack coat with hot strai ht run bitumen includin consolidation with road roller of 6 to 9 tonne ca acit etc. com lete. tack coat to be aid for se aratel : With avin As halt 80/100 heated and then mixed with solvent at the rate of 70 rams er k of as halt. With avin As halt 60/70 with no solvent With Refiner Modified Bitumen CRMB 55 conformin to IRC : SP : 53-1999. 2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm nominal size er 100 s m and bitumen emulsion medium settin min. 65% bitumen conte nt com l in with IS : 8887-1995 usin 96k er cum of chi in includin consolidation with road roller of 6 to 9 tonne ca acit etc. com lete tack coat to be aid for se aratel . 2.5 cm remix car e t surfa cin with 3 cu m of stone chi in s 10 mm nominal size er 100 s m and bitumen emulsion medium settin min. 65% bitumen contents com l in with IS : 8887-1995 usin 96 k er cum of chi in s of road surface includin consolidation with road roller etc com lete tack coat to be aid for se aratel : Providin and la in Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable enetration rade includin re uired ke a re ate as s ecified s readin coarse a re ate with the hel of self ro elled / ti er tail mounted a re ate s reader and a l in bitumen b a ressure distributor and then s readin ke a re ate with the hel of a re ate s reader com lete includin consolidation with road roller of minimum 8 to 10 tonne ca acit to achieve s ecified values of com action and
Code 22.5
16.37
16.37.1 16.37.2 16.38
16.38.1 16.38.2 16.38.3 16.39
16.39.1 16.39.2 16.39.3
16.4
16.41
16.54
16.54.1
16.55
16.55.1
16.56
16.56.1
16.57
16.57.1
16.58
16.58.1
22 22.3
i
ii
iii) iv
22.6
Description Providin and la in water roofin treatmen t in sunke n ortion of WCs bathroom etc. b a l in cement slurr mixe d with water roofin cement com ound consistin of a l in : a First la er of slurr of cement @ 0.488 k /s m mixed with water roofin cement com ound @ 0.253 k /s m. This la er will be allowed to air cure for 4 hours. b Second la er of slurr of cement @ 0.242 k /s m mixed with water roofin cement com ound @ 0.126 k /s m. This la er s m ke a re ate of size 20.0 mm raded @ 0.18 cum er 10 s m. With avin as halt 80/100 @ 68 k /10 s m. MASTIC AND BITUMASTIC WEARING COURSE Providin and la in bitumen mastic wearin course as er s ecifications with industrial bitumen of rade 85/25 conformin to IS : 702 re ared b usin mastic cooker and laid to re uired level and slo e includin rovidin antiskid surface with bitumen recoated fine rained hard stone chi in of a roved size at the rate of 0.005 cum er 10 s m and at a roximates s acin of 10cm centre to centre in both directions ressed into surface rotrudin 1mm to 4mm over mastic surface includin cleanin the surface removal of debris etc. all com lete. Considerin bitumen usin 10.2% as er MORTH s ecification . 25mm thick. 40 mm thick 2.5 cm thick bitumastic sheet with hot bitumen of a roved ualit usin stone chi in s 60% 12.5 mm nominal size and 40% 10 mm nominal size @ 1.65 cum er 100 s m and coarse sand at 1.65 cum er 100 s m of road surface and with bitumen @ 56 k /cum of stone chi in s and @ 128 k /cum. of sand over a tack coat with hot strai ht run bitumen includin consolidation with road roller of 8 to 10 tonne etc. com lete. tack coat to be aid se aratel : With avin As halt 80/100 heated and then mixed with solvent at the rate of 70 rams er k of as halt. With avin As halt 60/70. With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. 4 cm thick bitumastic sheet with hot bitumen of a roved ualit usin stone chi in s 60% 12.5mm nominal size and 40% 10mm nominal size @ 2.60cum er 100 s m and coarse sand at 2.60cum er 100 s m of road surface and with bitumen @ 56 k /cum. of stone chi in s and at 128 k /cum of sand over a tack coat with hot strai ht run bitumen includin consolidation with road roller of 8 to 10 tonne etc. com lete. tack coat to be aid se aratel : With avin As halt 80/100 heated and then mixed with solvent at the rate of 70 rams er k of as halt. With paving asphalt 60/70 with no solvent With Refiner Modified Bitumen CRMB 55 conformin to IRC : SP : 53-1999. SEAL COAT Providin and la in seal coat of remixed fine a re ate assin 2.36 mm and retained on 180 micron sieve with bitumen usin 128 k of bitumen of grade 80 / 100 bitumen per cum of fine aggregate and 0.60 cum of fine a re ate er 100 s m of road surface includin rollin and finishin with road roller all com lete. Providin and la in seal coat over re ared surface of road with bitumen heated in bitumen boiler fitted with the s ra set s ra in usin 98 k of bitumen of rade 80/100 and blindin surface with 0.90cum of stone a re ate of 6.7 mm size Passin 11.2mm sieve and retained on 2.36mm sieve er 100 s m of road surface includin rollin and finishin with ower road roller all com lete. Providin and la in Dense Bituminou s maca dam on re ared surfa ce with s ecified raded crushed stone a re ate for rofile corrective base/ binding course including loading of aggregate with FE loader and hot mixin of stone a re ate filler and bitumen in hot mix lant trans ortin the mixed material b ti ers to aver and la in the mixed material with aver finisher fitted with electronic sensin device to the re uired level and rade and rollin b road roller as er MORTH s ecifications to achieve the desired densit but excludin the cost of rimer / tack coat. 50/75mm avera e com acted thickness with bitumen of 60/70 rade @ 5% ercenta e b wei ht of total mix and lime filler @ 2% ercenta e b wei ht of A re ate . Providin and la in Bituminous Macadam on re ared surface with s ecified raded crushed stone a re ate for rofile corrective base/ binder course including loading of aggregate with F.E. loader , hot mixing of stone a re ates and bitumen in hot mix lant trans ortin the mixed material b ti ers to aver and la in the mixed material with aver finisher fitted with electronic sensin device to the re uired level and rade and rollin with road rollers as er MORTH s ecification to achieve the desired densit and com action but excludin the cost of rimer/ tack coat. 50mm / 75mm average compacted thickness with bitumen of 60/70 rade @ 3.5% Percenta e b wei ht of total mix Providin and la in Dense Bituminous concrete on re ared surf ace with s ecified raded stone a re ate for wearin course includin loadin of a re ate with F.E. loader and hot mixin of bitumen with filler and stone a re ate in hot mix lant trans ortin the mixed material b ti ers to aver and la in the mixed material with mechanical aver finisher fitted with electronic sensin device to the re uired level and rade and rollin with road rollers as er MORTH s ecification to achieve the desired densit and com action but excluding cost of primer/ tack coat. 40 mm/50mm com acted thickness with bitumen of rade 60/ 70 @ 5.5% and lime @3% ercenta e b wei ht of total mix . Providin and la in Dense Bituminous Concre te on re ared surf ace with s ecified raded stone a re ate for wearin course includin loadin of a re ate with F.E. loader and hot mixin of bitumen with filler and stone a re ate in hot mix lant trans ortin the mixed material b ti ers to aver and la in the mixed material with mechanical aver finisher fitted with electronic sensin device to the re uired level and rade and rollin with road rollers as er MORTH s ecifications to achieve the desired density and compaction but excluding cost of primer/ tack coat. 40 mm/50mm com acted thickness with bitumen of rade CRMB - 60 @ 5.5% and lime @3% ercenta e b wei ht of total mix . Providin and la in Dense Bituminous Concre te on re ared surf ace with s ecified raded stone a re ate for wearin course includin loadin of a re ate with F.E. loader and hot mixin of bitumen with filler and stone a re ate in hot mix lant trans ortin the mixed material b ti ers to aver and la in the mixed material with mechanical aver finisher fitted with electronic sensin device to the re uired level and rade and rollin with road rollers as er MORTH s ecifications to achieve the desired densit and com action but excludin cost of rimer/ tack coat. 40 mm/50mm com acted thickness with bitumen of rade PMB - 40 @ 5.5% and lime @3% ercenta e b wei ht of WATER PROOFING Providing and laying water proofing treatment to vertical and horizontal surfaces of de ressed ortions of W.C. kitchen and the like consistin of : Ist course of a l in cemen t slurr @ 4.4 K /s m mixe d with water roofin com ound conformin to IS 2645 in recommended ro ortions includin roundin off unction of vertical and horizontal surface. IInd course of 20mm cement laster 1:3 1 cement : 3 coarse sand mixed with water roofin com ound in recommended ro ortion includin roundin off unction of vertical and horizontal surface. IIIrd course of applying blown or residual bitumen applied hot at 1.7 K . er s m of area. IVth course of 400 micron thick PVC sheet. Overla s at oints of PVC sheet should be 100 mm wide and asted to each other with bitumen @ 1.7 K /s m. Providin and l a in water roofin treatment on r oofs of slabs b a l in cement slurr mixed with water roofin cement com ound consistin of a l in : a a fter surfa ce re a ration f irst la er of slurr of cement @ 0.488 k /s m mixed with water roofin cement com ound @ 0.253 k /s m. b la in second la er of Fibre lass cloth when the first la er is still reen. Overla s of oints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consistin of slurr of cement @ 1.289 k /s m mixed with water roofin cement com ound @ 0.670 k /s m and coarse sand @ 1.289 k /s m. This will be allowed to air cure for 4 hours followed b water curin for 48 hours. The entire treatment will be taken u to 30cm on ara et wall and tucked into roove in ara et all around. d fourth and final la er of brick tilin with cement mortar which will be
Unit
Quintals
Bags
Code 16.36.1
16.36.2
s m
0.0680
0.14 22.8.1 22.9
s m sqm
0.0586 0.0938
0.12 0.19
22.1
22.11 s m s m sqm
0.0303 0.0303 0.0303
0.06 0.06 0.06
22.18
s m sqm
0.0479 0.0479
0.10 0.10
s m
0.0479
0.10
s m
0.0077
0.02
s m
0.0098
0.02
cum
1.1500
2.30
cum
0.7708
1.54
cum
1.2980
2.60
cum
1.2980
2.60
cum
1.2980
2.60
s m
0.0170
0.03
22.18.1 22.19
Description surfa ce a ccurac : For 50mm com acted thickne ss usin coarse a re ate of size 50-20 mm raded @ 0.60 cum er 10 s m ke a re ate of size 12.5 mm raded @ 0.15 cum er 10 s m. With avin as halt 80/100 @ 50 k /10 s m. For 75 mm com acted thickness in two la ers usin stone a re ate of size 63-41 mm raded @ 0.90 cum er 10 ravel s read at 6 cubic diameter er s uare metre includin re aration of surface but excludin radin com lete with : Bitumen felt (hessian base)type 3 grade I conforming to IS : 1322 Providin and la in six courses water roofin treatment with bitumen felt over roofs consistin of first third and fifth course of blown bitumen 85/25 or 90/15 conformin to IS : 702 a lied hot @ 1.45 1.20 and 1.45 K er s uare metre of area res ectivel second and fourth courses of roofin felt t e 3 rade I conformin to IS : 1322 Hessian based self finished bitumen felt conformin to IS : 1322 and sixth and final course of stone rit 6 mm and down size or ea sized ravel s read at 6 cubic dm er s m includin re aration of surface but excludin radin com lete. Providin and la in six courses water roofin treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen a lied hot at 1.45 1.20 and 1.70 k er s uare metre of area res ectivel second and fourth courses of roofin felt t e 2 rade I fibre base self finished bitumen felt six and final courses of stone rit 6mm and down size or ea sized ravel s read at 6cu.dm er s m includin re aration of surface excludin radin com ete. Providin and la in six courses water roofin treatment with bitumen felt over roofs consistin of first third and fifth courses of blow or/ and residual bitumen a lied hot at 1.45 1.20 and 1.70 k er s uare metre of area res ectivel second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone rit 6mm and down size or ea sized ravel s read at 6 cubic dm er s m includin re aration of surface but excludin radin com lete. Providin and fixin APP Atactic Pol ro lene Pol mer modified refabricated five la er 2mm thick water roofin membrance black finished reinforced with lass fibre matt consistin of a coat of bitumen rimer for bitumen membrane @ 0.40 ltr/s . mtr. b the same membrance manufacture of densit at 25°C 0.87 - 0.89 k / ltr and viscocit 70 - 160 c s. Over the rimer coat the la er of membrane shall be laid usin Butane torch and sealin all oints etc. and preparing the surface complete. The vital physical and chemical arameters of the membrane shall be as under : Joint stren th in lon itudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear stren th in lon itudinal and transverse direction as 60/80N. Softenin oint of membrane not less than 150°C. Cold flexibilit shall be u to -2°C when tested in accordance with ASTM D - 5147. The la in of membrane shall be ot done throu h the authorised applicator of the manufacture of membrane. 2mm for corru ated roof sheets Providin and la in APP Atactic Pol ro lene Pol mer modified refabricated five la er 3mm thick water roofin membrane black finished reinforced with lass fibre matt consistin of a coat of bitumen rimer for bitumen membrane @ 0.40 ltr/s m. b the same membrane manufactured of densit at 25°C 0.87 - 0.89 k /ltr and viscocit 70 - 160 c s. Over the rimer coat the la er of membrane shall be laid usin butane torch and sealin all oints etc. and
Unit
Quintals
Bags
s m
0.0500
0.10
sqm
0.0290
0.06
s m
0.0410
0.08
s m
0.0435
0.09
s m
0.0435
0.09
s m
0.0360
0.07
