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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹1.0 CrAccepted-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 | NORTH WEST | DELHI | 110085 | L 1 | Accepted-Finance Required documents found ok hence accepted. | |
| 2 | L 2₹1.2 Cr+₹21.1 L (20.5%)Accepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | L 2 | Accepted-Finance Required documents found ok hence accepted. |
Tender Value
₹98.9 L
EMD Value
₹2.0 L
Closing Date
25 Sept 2026, 3:00 pmClosed
EE PWD CRMD M-312
The Executive Engineer, PWD, North West Road Division-2, Road No.43, Sainik Vihar, Delhi-110034
A/R and M/O to various roads under Division NWR-2 during 2026-27. (SH Patch repair of various roads under Sub-Division NWR-21, 22,24 and 25 under Division NWR-2).
2026_PWD_298600_1
30/EE/NWR-2/PWD/2026-27
Open Tender
Civil Works - Roads
Works
30 days
O/O EE PWD CRMD M-312
As per NIT attached.
20 documents required · 20 mandatory
₹0
₹2.0 L
Yes
28 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 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 | Construction 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 | 470 | Cum | 2,924.85 | ₹13,74,679.5 |
| 2 | Modified estimated cost after using correction factor on DSR 2023 on account of GST @ 0.973 (Vide office memorandum issued from CPWD vide E-file No. 9158977 dated 08.08.2024) | 1 | Each | 37,116 | ₹37,116 |
| 3 | Add Cost Index 4.03% | 1 | Each | 53,904 | ₹53,904 |
| 4 | Providing 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. | 4,695 | Sqm | 43.7 | ₹2,05,171.5 |
| 4.2 | On bituminous surface @ 0.25kg/sqm. | 4,695 | Sqm | 28.15 | ₹1,32,164.25 |
| 5 | 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 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. | 282 | Cum | 16,473.65 | ₹46,45,569.3 |
| 6 | Providing 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) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 188 | Cum | 18,690.05 | ₹35,13,729.4 |
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