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Tender Value
₹6.1 Cr
EMD Value
₹12.2 L
Closing Date
1 Oct 2026, 10:00 am
Parveen Kumar Raghav
Municipal Corporation Gurugram
PROVIDING AND LAYING OF WATER SUPPLY, SEWERAGE SYSTEM, STORM WATER DRAIN and CONSTRUCTION OF ROAD ARJUN NAGAR (BLOCK 2) UNDER MUNICIPAL CORPORATION GURUGRAM.
2026_HRY_548166_1
20261B2A371E 3492 40F2 B4D5 FC4674C4DA3D285ULB
Open Tender
Civil Works
Works
300 days
Gurugram
2 documents required · 2 mandatory
₹20,000
₹12.2 L
Yes
16 Sept 2026
16 Sept 2026
1 Oct 2026
16 Sept 2026
1 Oct 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Interlocking Tiles Recovery | 8,064 | Each | - | - |
| 2 | Making connection of sewer line 600 MM with existing Main Storm water complete in all respect | 2 | Each | - | - |
| 3 | Providing house hold sewer connections complete in all respect (Analysis Attached).. | 1,160 | Each | - | - |
| 4 | Brick work.. | 70,940 | Each | - | - |
| 5 | MS grating cover 450 X 450 mm size.. | 250 | Each | - | - |
| 6 | Providing 1 No. Household Tap Connection (FHTC) Complete in all Respect.. | 1,272 | Each | - | - |
| 7 | Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to
correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paid separately.
350mm | 2,880 | Metre | - | - |
| 8 | Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to
correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paid separately
400mm | 480 | Metre | - | - |
| 9 | Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to
correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paid separately
600mm | 490 | Metre | - | - |
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