Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Solid Waste Management
Eprocure
Opening Date15 Apr 2025
Closing Date25 Apr 2025
Tender Amount₹ 31,27,748
Costs
EMD
₹ 1,56,500Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HPDA_1028537_1Tender No
18/SE/HPDA/2025Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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BOQ Items
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Supply of Sweepar
200
400
80000
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M.Stor Steel or plain in work such as R.CC work.
18.39
7502
137962.15
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside 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 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design: 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty. HD-20 grade designation) 560 mm internal diameter con- forming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
With Sewer bricks conforming to IS: 4885
(108X0.781/100XRs.11666.90)
13
9835
127857.47
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560mm dia cover with out frame (Heavy duty)
(108X0.781/100XRs.5100)
70
4299
300951
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(B) 350mm dia
550
1035
569250
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Supply, Carting Laying & Jointing of NP-2 RCC Hume pipe with collars jointed still mixture 1:2 all jointing materials, testing etc, complete. A. 150 mm dia pipe. (108X0.781/100XRs.493.10)
65
415
27019.2
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12mm thick plaster with cement and coarse sand in 1:4 over
brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc.
required for proper completion of the work.
150
200
30000
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(b) 3.00-4.50 mt
80
1949
155920
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M-150 Brick work in 1:4 ( 1cement 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
10.2
5170
52734
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RCC work in 1:1.5.3 cemente sand & tone grit in skabs.
15.62
9030
141048.6
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560mm dia cover with frame (Heavy duty)
31
2785
86363.52
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250 mm dia NP-2 RCC hume pipe
(108X0.781/100XRs.811.15)
50
683
34189.5
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Excavation for depth upto 1.5 MBGL for laying sewer line,manhole, gully traps etc. in ordinary soil (loam, clay& sand) i/c cutting of joints pits, trimming, dressing. levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches. (a) 0-1.5 MBGL
120
246
29520
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Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials. Tabour, tools & plants etcc required for proper completion of the work. bedding of RCC pipes, including cost of form work in the trenches
10.89
6100
66429
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300 mm dia NP-2 RCC hume pip
(108X0.781/100XRs.902.05)
10
760
7604.2
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Pumping out sewer line caused by spring ,tidal or river seepage. broken sewer line or drain or well point pumping and the like
125
417
52125
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