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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹24.5 CrAccepted-Finance | ₹24.5 Cr | L 1 | Accepted-Finance Required documents found ok hence accepted. |
| 2 | L 2₹24.5 CrAccepted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | ₹24.5 Cr | L 2 | Accepted-Finance Required documents found ok hence accepted. |
| 3 | L 3₹25.3 CrAccepted-Finance | ₹25.3 Cr | L 3 | Accepted-Finance Required documents found ok hence accepted. |
Tender Value
₹24.2 Cr
EMD Value
₹34.2 L
Closing Date
21 Apr 2026, 3:00 pmClosed
EE PWD CRMD M-312
Executive Engineer, North-West Road Division-2, Sainik Vihar, Delhi 110034
Remodeling of existing storm water drains with Precast factory made RCC drain as per New Master drainage plan 2025 of Badli Bawana Road (DTU to Western Yamuna Canal), Road No. B-1 (Supplementary drain to Bawana Road) and Road from C-1 to I-11, .....
2026_PWD_289624_1
02/EE/NWR-2/PWD/2026-27
Open Tender
Civil Works - Roads
180 days
O/O EE PWD CRMD M-312
As per NIT attached.
13 documents required · 13 mandatory
₹0
₹34.2 L
Yes
in the chamber of Chief Engineer, North Maint. Zon
6 May 2026
7 Apr 2026
21 Apr 2026
7 Apr 2026
21 Apr 2026
10 Apr 2026
10 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 over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 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 10% of 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; 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 10% of 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 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 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 10% of 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 M50 grade with minimum cement content of 410 kg/cum | ||||||
| 8Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | ||||||
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