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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.5 LAccepted-Finance | ₹17.5 L | L-1 | Accepted-Finance 1st lowest bidder. |
| 2 | L-2₹20.3 LAccepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | GURUGRAM | HARYANA | 122001 | ₹20.3 L | L-2 | Accepted-Finance 2nd lowest bidder. |
| 3 | L-3₹35.3 LAccepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089 | ₹35.3 L | L-3 | Accepted-Finance 3rd lowest bidder. |
Tender Value
₹29.9 L
EMD Value
₹59,814
Closing Date
30 Mar 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, PWD Division M-413, Under Ring Road Bypass Flyover, Opp. IGI Stadium Gate No. 09, New Delhi-110002
Restoration of road cut by Delhi Jal Board at Rajpur Road from 31 No. Rajpur Road to 19 No. Rajpur Road under Sub Division-4 dg. 2025-26.
2026_PWD_289130_1
94/EE/C and ND-R/PWD/2025-26
Open Tender
Civil Works - Roads
30 days
Sub. Division-4
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹59,814
9 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 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 | Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (2.8.1) All kinds of soil. | - | Cum | - | - |
| 0.0 | Disposal 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. | - | Cum | - | - |
| 0.0 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | - | Sqm | - | - |
| 0.0 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. | - | - | - | - |
| 0.9 | With medium setting bitumen emulsion.
On W.B.M / W.M.M. @ 0.4kg/sqm. | - | Sqm | - | - |
| 0.0 | On bituminous surface @ 0.25kg/sqm. | - | Sqm | - | - |
| 0.0 | Providing 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 specificatons and directions of Engineer-in-Charge. | - | - | - | - |
| 0.9 | 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. | - | Cum | - | - |
| 0.0 | Providing and laying bituminous macadam using crushed stone aggregate of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped 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. | - | - | - | - |
| 0.9 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | - | Cum | - | - |
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