Public Works Department Tender
View complete overview of Chandigarh PWD Tender
Public Works Department - PWD Tender
Water Storage And Supply
Eprocure
Opening Date5 Sep 2019
Closing Date11 Sep 2019
Tender Amount₹ 10,28,000
Costs
EMD
₹ 22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HRY_101749_1Bid Award Id
ViewTender No
PWD/CHD/CD-CHD/16417Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
BOQ Items
Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring & shuttering, laid in position, complete in all respects (HSR 10.82 + 10.95 ( a)
5.16
-
-
First class brick work laid in cement sand mortar 1:4 in foundation & plinth (HSR 11.4)
61.12
-
-
Conglomerate floor 25 mm thick cement concrete topping 1:2:4 (HSR 14.8)
101.2
-
-
Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)
200.2
-
-
12 mm thick cement plaster 1:4 (HSR 15.5 + 15.75)
104.8
-
-
15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10)
72.6
-
-
Fe-500 EQR/TMT steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete in all respect. Note: - Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS : 1732. Wastage, overlaps, coupling, welded joints space bars, chairs, stay, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement)(NS).
7.2
-
-
Providing & placing in horizontal layers filtering media screened, washed & cleaned as described below:- (HSR 28.50) Top Layer (a) Fine sand screened, cleaned & washed & graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source
8.16
-
-
Coursed sand screened, cleaned & washed & graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) Second Layer:-
9.5
-
-
Bajri screened washed & graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry) Third Layer:-
10.86
-
-
Bajri (coursed) screened & washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) Fourth Layer:-
12.22
-
-
Broken stone, screened, washed & graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry) Bottom Layer:-
20.38
-
-
Providing and fixing SRFC MANHOLE COVERS AND FRAMES MAKRED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking handling rehandling etc, complete in all resepects to the satisfaction of Engineer in Charge. (HSR 29.94)
2
-
-
Providing, jointing & lowering 250mm (As per strats) completed in all respect (N.S)
100
-
-
Drilling 450mm dia bore by hydraulic rotary drilling Reverse Circulation metnod generally according to ISI specification no.Brs-2800-1991 (Part-I) as amended upto date but modified to the extent of the specification attached with the schedule of items of work in all kind of soils. Boulders upto 125mm dia except rocky, included the cost of all consumables stores fuel accessories to the site of proposed bors & back(N.S.)
100
-
-
Providing, jointing & lowering 250mm i/d slotted PVC pipe, IS "4985, 10kg/sqcm pressure completed in all respect as per entires satisfaction of Engineer-in-Charge (N.S.)
40
-
-
Providing and fixing of 250 m i/d PVC bend. complete in all respect as per entires satisfaction of Engineer-in-Charge (N.S.)
4
-
-
Providing and fixing PVC grating cap for 250mm i/d pipe complete in all respect as per entires satisfaction of Engineer-in-Charge (N.S.)
2
-
-
Development of recharge well tubewell by compressure complete in all respect as per entires satisfaction of Engineer-in-Charge (N.S.)
32
-
-
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