Public Works Department Tender
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Costs
EMD
₹ 28,030Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_761627_1Tender No
09/EE-KLP/PWD(DWS)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
1.92
2260
1177.3
Providing and laying in position cement specified grade excluding the cost of centring and concrete of shuttering --All work upto plinth level:
-
-
-
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
2.3
21380
9295.7
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
12.47
165923
13305.8
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
3.38
45916
13584.5
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply.
498.8
247455
496.1
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
42.76
16719
391
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
1447.5
150395
103.9
Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS:2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in charge, upto 90 metre depth below ground level. All types of soil 300 mm dia
180
110646
614.7
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. 100 mm nominal size dia
132.5
88696
669.4
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen(RMS) pipes of with ribs, conforming to IS:12818, including required hire and labour charges fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. 100 mm nominal size dia
47.5
33369
702.5
Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm in recharge pit in the required thickness for all leads & lifts all complete as per direction of Engineer-in-charge.
15.02
79077
5264.8
Supplying, filling, spreading & levelling stone boulders of size range 5 mm to 10 mm in the recharge pit over the existing layer of boulders in required thickness for all leads & lifts all complete as per direction of Engineer-in-charge.
13.25
67215
5072.8
Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit over gravel layer for all leads & lifts all complete as per direction of Engineer-in-charge.
17.67
89636
5072.8
Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/medium/coarse in required grading & sizes as per actual requirement all complete as per direction of Engineer-in-charge.
8.48
46438
5476.2
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:6 ( 1 cement : 6 fine sand ).
19.05
181265
9515.2
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work (a) In all kind of Soils
For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
20
2128
106.4
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
A. Class - 3 ( working pressure 6.0 kg / cm2) i) 140 mm OD
20
12256
612.8
Providing and fixing of UPVC end cap/well cap suitable for UPVC 'CM' casing or ' CS' casing of 'RS' pipes as per specification and direction of the Engineer-in-charge. 100 mm dia
20
11208
560.4
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