Item
Description
No. (A) 1
2
3
4
5
6
7
WO
Unit
Rate
Qty BILL OF QUANTITIES FOR CONSTRUCTION OF BOUNDARY WALL
Earth work in excavation in all kinds of soil by mechanical means (Hydra (Hydrauli ulic c excava excavator tor)) / manual manual means means in founda foundatio tion n trench trenches es or drains drains (not (not exce exceed edin ing1.5 g1.5 m in widt width h or 10 sqm sqm on plan plan)) inclu includi ding ng dres dressi singof ngof side sides s and and ramm rammin ingof gof bott bottom oms,lif s,liftt up to 1.5 1.5 m, inclu includi dingget nggettin ting g out out the the exca excava vate ted d soil soil,, and and then then retu return rnin ing g the the soil soil as requ requir ired ed,, in laye layers rs not not exceed exceeding20 ing20 cm in depth depth includ including ing consol consolida idatin ting g each each deposi depositedlay tedlayer er by ramm rammin ing, g, wate wateri ring ng,, etc. etc. and and disp dispos osal al of surp surplu lus s exca excava vate ted d soil soil as directed, within a lead of 50 m. All kinds of soil Providing all materials and laying in position cement concrete of specif specifiedgrad iedgrade e includ includingthe ingthe cost cost of center centeringand ingand shutte shutterin ring g - All work work up to plinth level: 1:3:6 :3:6 (1 Ceme Cemen nt : 3 Coa Coarse rse san sand : 6 gra gradedston edstone e aggre ggreg gate20 ate20 mm nomi nomina nall size size). ). Incl Includ ude e for for comp compac acti tion on of exis existi ting ng eart earth h laye layerr befo before re placing concrete Bric Brick k work work with with F.P. F.P.S S bric bricks ks of clas class s desi design gnat atio ion n 75 in foun founda dati tionand onand plinth in : Ceme Cement nt mort mortar ar 1:4 1:4 (1 ceme cement nt : 4 coar coarse se sand sand)) Bric Brick k work work with with F.P. F.P.S S bric bricks ks of clas class s desi design gnat atio ion n 75 in supe supers rstr truc uctu ture re in all shapes and sizes in : Ceme Cement nt mort mortar ar 1:4 1:4 (1 ceme cement nt : 4 coar coarse se sand sand)) Erecting only gril l incl ud uding fi xi xing of column supports in concrete. (con (concr cret ete e paid paid sepa separa rate telyund lyunder er It Item em 6). 6). Allo Allow w for for tw two o or more more coat coats s of enam enamel el pain paintt afte afterr clea cleani ning ng the the exist existin ing g surf surfac ace e of gril grilll incl includ udin ing g zinc zinc rich primer, if necessary. Prov Provid idin ing g all all mate materi rial als s and and layi laying ng in posi positi tion on ceme cement nt conc concre rete te for for gril grilll fixinginclu fixingincludin ding g the cost cost of center centering ing,, shutte shutterin ring g andfinishing andfinishing.. 1:2:4 1:2:4 (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size) Wash Washed ed ston stone e grit grit plas plaste terr on exte exteri riorwa orwall lls s of heig height ht upto upto 10 M. abov above e level i n two layers, under 12m m cement plaster 1:4 (1 cement : 4 coar coarse se sand sand)) furr furrow owin ing g the the unde underr laye layerr with with scra scratc tchi hing ng tool tool,, appl applyi ying ng ceme cementslu ntslurr rry y on the the unde underr laye layerr @ 2 Kg of ceme cementper ntper squa squaremet remetre re,, top top laye layerr 15mm 15mm ceme cement nt plas plaste terr 1:1/ 1:1/2: 2:2 2 (1 ceme cement nt 1/2 1/2 coar coarse se sand sand : 2 stone stone chipp chipping10mm ing10mm nomina nominall size) size) in panels panels with with grooveall grooveall aroundas aroundas per per appr approv oved ed patt patter ern n inclu includi ding ng scrub scrubbi bing ng and and wash washin ing, g, the the top top laye layerr with with brushe brushes s and waterto waterto exposethe exposethe stone stone chippi chippings ngs,, comple completeas teas per spec specif ific icat atio ion n and and dire irectio ction n of Eng Engine ineer-i er-inn-ch cha arge rge (Pay (Payme ment nt for for providing grooves shall be made separately).
80
Cum
133.90
6
Cum
3,090.00
35
Cum Cum
3,09 3,090. 0.00 00
30
Cum Cum
3,29 3,296. 6.00 00
60
Mtr
174.07
1.5
Cum
4,120.00
270
Sqm
340.86
Item
Description
No.
WO
Unit
Rate
Qty
7.a 15 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 fine sand) -For BSES OFFICE 8 Forming groove of uni form si ze in the top lay er of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer includingremovalof wooden battens,repair to the edgesof panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: - 15mm wide and 15mm deep groove 9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundati ons etc. in l ayers not exceeding 20cm in depth, consolidatingearch depositedlayer by ramming and watering,lead upto 50m and lift upto 1.5m
90.0
Sqm
175.10
400
Mtr
17.29
45
Cum
59.41
5
Cum
133.90
5
Cum
3,090.00
8
Cum
3,090.00
12
Cum
3,296.00
5
Mtr
174.07
SUB TOTAL A
(B) 1
2
3
4
5
BILL OF QUANTITIES FOR CONSTRUCTION OF BSES OFFICE
Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan) including dressingof sides and rammingof bottoms,lift up to 1.5 m, includinggetting out the excavated soil, and then returning the soil as required, in layers not exceeding20 cm in depth including consolidating each depositedlayer by ramming, watering, etc. and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Providing all materials and laying in position cement concrete of specifiedgrade includingthe cost of centeringand shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 Coarse sand : 6 gradedstone aggregate20 mm nominal size). Include for compaction of existing earth layer before placing concrete Brick work with F.P.S bricks of class designation 75 in foundationand plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) Brick work with F.P.S bricks of class designation 75 in superstructure in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) Erecting only gril l i ncl uding fi xing of column supports in concrete. (concrete paid separatelyunder Item 6). Allow for two or more coats of enamel paint after cleaning the existing surface of grill including zinc rich primer, if necessary.
Item
Description
No. 6
7
8
9
10
11
WO
Unit
Rate
Qty 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 fi ne sand) 15 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 fine sand) 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 at priming coat of approved steel primer. - Using M.S. angles 40 x 40 x 6mm for diagonal braces 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 wel ded and grinded fini sh profil es required si ze wi th 15x3mm l ugs 10cm l ong embedded in cem ent concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate20mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers. Distempering with dry distemper of approved brand and manufacture (two or more coats) and of requi red shade on new work, over and including priming coat of whiting to give an even shade. Finishing walls externally with water proofing cement paint (Sno-cem) of required shade: New work (two or more coats applied @ 3.84 kg/10 sqm) SUB TOTAL A TOTAL A+B
Note 1. The Rates are inclusive of all Taxes and Duties including VAT.
90
Sqm
159.65
90
Sqm
175.10
2
Sqm
2,543.10
11.5
Kg
182.32
130
Sqm
60
34.19
52.53
