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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹44.4 LAccepted-Finance | ₹44.4 L | L 1 | Accepted-Finance Required documents found ok hence accepted. |
| 2 | L 2₹45.9 LAccepted-Finance 1849 JUGRAJPUR SACHENDI KANPUR KANPUR NAGAR UTTAR PRADESH 208023 UDYAM UP 43 0012110 | KANPUR NAGAR | UTTAR PRADESH | 208023 | ₹45.9 L | L 2 | Accepted-Finance Required documents found ok hence accepted. |
| 3 | L 3₹46.7 LAccepted-Finance | ₹46.7 L | L 3 | Accepted-Finance Required documents found ok hence accepted. |
| 4 | L 4₹48.2 LAccepted-Finance | ₹48.2 L | L 4 | Accepted-Finance Required documents found ok hence accepted. |
Tender Value
₹76.4 L
EMD Value
₹1.5 L
Closing Date
29 Apr 2026, 3:00 pmClosed
EE PWD CRMD M-312
Executive Engineer, PWD, North West Road Division-2, Road No.43, Sainik Vihar, Delhi-110034
Remodelling of pipe drain into RCC drain on Bhao Rao Devras Marg (from Pt. Deen Dyal Upadhyay Marg to BG-7 Gate) under Sub Division NWR-24, Section-I, Division NWR-2, During 2025-26.
2026_PWD_290232_1
09/EE/NWR-2/PWD/2026-27
Open Tender
Civil Works - Roads
180 days
O/O EE PWD CRMD M-312
As per NIT attached.
15 documents required · 15 mandatory
₹0
₹1.5 L
Yes
4 May 2026
22 Apr 2026
29 Apr 2026
22 Apr 2026
29 Apr 2026
22 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | ||||||
| 2Filling 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 and for all lift. | ||||||
| 3Providing 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 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: In case the cement content in design mix is more than the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum | ||||||
| 4Providing 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; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: In case the cement content in design mix is more than the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 300 kg /cum. | ||||||
| 5Centering and shuttering including strutting, propping etc. and removal of form for : (a )Foundations, footings, bases of columns, etc. for mass concrete | ||||||
| 5.2 | (b )Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 5.3 | (c) Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 6Steel 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. | ||||||
| 7Providing 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 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: In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | ||||||
| 8Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | ||||||
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