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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.0 LAdmitted-Finance | -11.11% | ₹25.0 L | L1 | Admitted-Finance |
| 2 | L2₹25.9 L+₹88,743.13 (3.54%)Admitted-Finance | -7.96% | ₹25.9 L+₹88,743.13 (3.54%) | L2 | Admitted-Finance |
| 3 | L3₹26.1 L+₹1.1 L (4.42%)Admitted-Finance | -7.18% | ₹26.1 L+₹1.1 L (4.42%) | L3 | Admitted-Finance |
Tender Value
₹28.2 L
EMD Value
₹56,345
Closing Date
19 May 2026, 3:00 pmClosed
EE,NPD-7,DDA
EE,NPD-7,DDA
Repair of peripheral existing storm water drains in Sec- B-2, Narela.
2026_DDA_907367_1
05/EE/NPD-7/DDA/2026-27
Open Tender
Civil Works
Works
60 days
NARELA
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹56,345
3 Jun 2026
5 May 2026
20 May 2026
5 May 2026
19 May 2026
5 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 |
|---|---|---|---|---|---|
| 1 | Excavating, supplying, stacking and filling of local earth (excluding royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | - | Cum. | 615 | - |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | Cum. | 3,551.25 | - |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum. | 7,370.65 | - |
| 4 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) | - | sqm | 425.55 | - |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (a) All works upto plinth level: Concrete of M30 grade with minimum cement content of 350 kg /cum | 1 | Cum. | 9,655.7 | ₹9,646.04 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | KG | 107.85 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | 927.25 | ₹926.32 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Edges of slabs and breaks in floors and walls Under 20 cm wide | - | metre | 208.55 | - |
| 9 | 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. | 1 | sqm | 3,081.95 | ₹3,078.87 |
| 10 | CPWD OM @0.973= 2819779.96 | - | RS | 78,247 | - |
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