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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹16.2 LAccepted-Finance C 67 PUSHPANJALI ENCLAVE DELHI 110092 | SHAHDARA | DELHI | 110092 | ₹16.2 L | L-1 | Accepted-Finance 1st lowest bidder. |
| 2 | L-2₹18.2 LAccepted-Finance | ₹18.2 L | L-2 | Accepted-Finance 2nd lowest bidder. |
| 3 | L-3₹18.3 LAccepted-Finance | ₹18.3 L | L-3 | Accepted-Finance 3rd lowest bidder. |
| 4 | L-4₹22.0 LAccepted-Finance | ₹22.0 L | L-4 | Accepted-Finance 4th lowest bidder. |
| 5 | Not Admitted-Fee/PreQual/Technical 1 206 SHOP NO 71 MANDIR MARKET SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | - | - | Not Admitted-Fee/PreQual/Technical Others-Scanned copy of an affidavit regarding debarred/blacklisted as per prescribed format B not uploaded by the bidder. |
Tender Value
₹22.8 L
EMD Value
₹45,647
Closing Date
2 May 2026, 3:00 pmClosed
Executive Engineer
O/o Executive Engineer, PWD Division M-413, Under Ring Road Bypass Flyover, Opp. IGI Stadium Gate No. 9, New Delhi-110002
Repairing of drain by laying 1000 mm dia M.S.Pipeline by Jack pushing technology at Road No. 48 under Division C and ND-Roads Sub Division-2 during 2026-27.
2026_PWD_290320_1
10/EE/C and ND-R/PWD/2026-27
Open Tender
Civil Works - Roads
30 days
Sub. Division-2
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹45,647
8 May 2026
24 Apr 2026
2 May 2026
24 Apr 2026
2 May 2026
24 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | - | - | - | - |
| 0.0 | All kinds of soil. | - | Cum | - | - |
| 0.0 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | Cum | - | - |
| 0.0 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | - | - | - | - |
| 0.0 | All works up to plinth level: M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | - | Cum | - | - |
| 0.0 | Concrete of M-25 grade with minimum cement content of 300 kg /cum | - | Cum | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - |
| 0.0 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - |
| 0.0 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) | - | Sqm | - | - |
| 0.0 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | - | Sqm | - | - |
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