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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹32.6 LAccepted-Finance | ₹32.6 L | L 1 | Accepted-Finance Required documents found ok hence accepted. |
| 2 | L 2₹34.0 LAccepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | GURUGRAM | HARYANA | 122001 | ₹34.0 L | L 2 | Accepted-Finance Required documents found ok hence accepted. |
| 3 | L 3₹34.7 LAccepted-Finance | ₹34.7 L | L 3 | Accepted-Finance Required documents found ok hence accepted. |
| 4 | L 4₹35.2 LAccepted-Finance 1849 JUGRAJPUR SACHENDI KANPUR KANPUR NAGAR UTTAR PRADESH 208023 UDYAM UP 43 0012110 | KANPUR NAGAR | UTTAR PRADESH | 208023 | ₹35.2 L | L 4 | Accepted-Finance Required documents found ok hence accepted. |
| 5 | L 5₹35.9 LAccepted-Finance | ₹35.9 L | L 5 | Accepted-Finance Required documents found ok hence accepted. |
Tender Value
₹58.7 L
EMD Value
₹1.2 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
Restoration of road surface and repair of trenches cut by various agencies like DJB, IGL, TPDDL, Airtel, other civic agencies under section-I and II under Sub Division NWR-25, Division NWR-2 during 2026-27.
2026_PWD_290133_1
06/EE/NWR-2/PWD/2026-27 (Modified)
Open Tender
Civil Works
365 days
O/O EE PWD CRMD M-312
As per NIT attached.
15 documents required · 15 mandatory
₹0
₹1.2 L
Yes
4 May 2026
21 Apr 2026
29 Apr 2026
21 Apr 2026
29 Apr 2026
21 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 surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | ||||||
| 2Providing 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: 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 M25 grade with minimum cement content of 300 kg /cum | ||||||
| 3Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | ||||||
| 4Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm | ||||||
| 4.2 | On bituminous surface @ 0.25kg/sqm | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | ||||||
| 6Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | ||||||
| 7Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | ||||||
| 8Modified Estimated Cost after using correction factor on DSR 2023 on account of GST @ 0.973 | ||||||
| 9less Cost Index @ 0.09% | ||||||
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