Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date16 Mar 2024
Closing Date19 Apr 2024
Tender Amount₹ 2,85,11,000
Costs
EMD
₹ 5,70,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPHDB_918783_1Bid Award Id
ViewTender No
240/PRO-50E/18, Date 14.03.2024Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
... More
Providing and fixing Open timbering in trenches for them following depth as per given including removal afer laying of sewer (Both sides of trenches will be taken as one side for the purpose of payment and measurements i.e. area (equals to length x depth of trenches) Dismantied timbering materials will be the property of the contractor. 1(AR)
0.00 - 3.00 M BGL
6754.76
1969688
291.6
... More
Supply & Carting of the following size of the R.C.C. Hume Pipe NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. (A.R)
-
-
-
... More
250 mm Dia NP3 Class Pipe
0.00 - 1.50 M BGL
1731.8
1741498
1005.6
... More
1.50 - 3.00 M BGL
2119.6
2188275
1032.4
... More
350 mm Dia NP3 Class Pipe
0.00 - 1.50 M BGL
88.2
174168
1974.7
... More
1.50 - 3.00 M BGL
1137.2
2295153
2018.25
... More
400 mm Dia NP3 Class Pipe
1.50 - 3.00 M BGL
107
250208
2338.4
... More
Provide all material and construct rectanglular slab type manhole of size 0.90X1.20X 2.50 m as per drawing & design.
203
8482152
41784
... More
Regulation of shaft in the cost for rectangular slab type manhole of size 0.90X1.20X 2.50 m as per drawing & design.
163.19
-1925642
11800
... More
Provide all material and construct Arch type manhole of size 0.90X1.40X 3.00 m as per drawing & design.
21
1027215
48915
... More
Regulation of shaft in the Arch type manhole of size 0.90X1.40X 3.00 m as per drawing & design.
4
-58488
14622
... More
Providing all material and construct rectanglular Sewer connecting chamber 0.60x0.60x1.50 as per drawing & design.
71
895452
12612
... More
Regulation of shaft in Sewer connecting chamber 0.60x0.60x1.50 as per drawing & design.
8.88
-51690
5821
... More
Providing all material and construct rectanglular Sewer connecting chamber 0.60x0.60x3.0 as per drawing & design.
30
740130
24671
... More
Regulation of shaft in Sewer connecting chamber 0.60x0.60x3.0 as per drawing & design.
31.4
-222657
7091
... More
Excavation for laying sewer, manhole, gully pits, sewer connecting chamber etc in ordinary soil (loam, clay or sand) i/c cutting of joints pits, levelling dressing the surface and refilling of trenches in 20cm layers, watering, ramming the same and including disposal of surplus earth within a distance 50m. (SI No. 3001 UP Jal Nigam-2017) 0.00M to 1.50M BGL
2240.14
550402
245.7
... More
Supply laying and jointing 150mm dia RCC NP2 class S&S pipe ISI mark. Carting and lowering the same in trenches placing in position true to alignement and gradient makes in the joint with rubber ring filling the joint with necessary spun yarn soaked in bitumen and 1:2 cement and coarse sand mortar including excavation of earth work below invert of sewer for jointing material etc. But excluding excavaton and refilling trenches from ground level to invert level of the pipe complete. (As per SI No.3069 UP Jal nigam)
3642.5
2414613
662.9
... More
Making House connecting chamber size 600mm X 600mm X 750mm brick work with common burnt clay FPS (non modular) bricks of class designation 150 in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with CI surface box 100mm top diameter chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) i/c 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 3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of near cement complete as per standard design. As per analysis
803
5294098
6592.9
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