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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹38.6 LAccepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089 | ₹38.6 L | L-1 | Accepted-Finance 1st lowest bidder. |
| 2 | L-2₹38.7 LAccepted-Finance | ₹38.7 L | L-2 | Accepted-Finance 2nd lowest bidder. |
| 3 | L-3₹40.1 LAccepted-Finance | ₹40.1 L | L-3 | Accepted-Finance 3rd lowest bidder. |
| 4 | L-4₹42.1 LAccepted-Finance | ₹42.1 L | L-4 | Accepted-Finance 4th lowest bidder. |
| 5 | L-5₹42.5 LAccepted-Finance | ₹42.5 L | L-5 | Accepted-Finance 5th lowest bidder. |
Tender Value
₹63.4 L
EMD Value
₹1.3 L
Closing Date
11 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.
Repair of Magazine Road from Majnu ka Tila Crossing near Nirmal Hriday Church to Shanidev Mandir under sub division-4 of C and ND-Road division, PWD, New Delhi during 2026-27.
2026_PWD_290725_1
16/EE/C and ND-R/PWD/2026-27
Open Tender
Civil Works - Roads
30 days
Sub. Division-4
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹1.3 L
12 May 2026
4 May 2026
11 May 2026
4 May 2026
11 May 2026
4 May 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 | 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/Portland Slag 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 upto 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:
Concrete of M-10 grade with minimum cement content of 220 kg/cum. | 214 | Cum | 8,835.15 | ₹18,90,722.1 |
| 0.0 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | - | - | - | - |
| 0.0 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 311 | Cum | 2,134.25 | ₹6,63,751.75 |
| 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. | 50 | Sqm | 3,081.95 | ₹1,54,097.5 |
| 0.0 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality | - | - | - | - |
| 0.9 | EHD - 35
Circular shape 560 mm internal dia. | 20 | Each | 2,123.8 | ₹42,476 |
| 0.0 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note: Cement content considered in M-30 is @ 340Kg/Cum. Excess/Less cement used as per design mix is payable, recoverable separately. | - | - | - | - |
| 0.9 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. | 321 | Cum | 11,098.45 | ₹35,62,602.45 |
| 0.0 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. | - | - | - | - |
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