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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹33.8 LAccepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | GURUGRAM | HARYANA | 122001 | ₹33.8 L | L-1 | Accepted-Finance Accepted |
| 2 | L-2₹38.3 LAccepted-Finance A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 | SHAHDARA | DELHI | 110092 | ₹38.3 L | L-2 | Accepted-Finance Accepted |
| 3 | L-3₹39.7 LAccepted-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 | NORTH WEST | DELHI | 110085 | ₹39.7 L | L-3 | Accepted-Finance Accepted |
| 4 | L-4₹43.6 LAccepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089 | ₹43.6 L | L-4 | Accepted-Finance Accepted |
Tender Value
₹65.0 L
EMD Value
₹1.3 L
Closing Date
2 Apr 2026, 3:00 pmClosed
Executive Engineer, PWD, SER-1, New Delhi
O/o Executive Engineer, PWD, SER-1, New Delhi-110065
A/R and M/O to various roads under PWD Sub-Division SER-12 of Division SER-1 during 2025-26. (SH - Road repair at various places damaged on MMA Road, CV Raman Marg, MP Road, Mata mandir road and Gurudwara Road etc.).
2026_PWD_289346_1
108/EE/PWD/SER-1/2025-26
Open Tender
Civil Works
30 days
Assistant Engineer, SER-12
As per NIT
13 documents required · 13 mandatory
₹0
₹1.3 L
6 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 2026
2 Apr 2026
27 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 | Item Code |
|---|---|---|---|---|---|---|
| 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.
With medium setting bitumen emulsion. | - | - | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | On WMM/WBM @ 0.40kg/sqm. | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 0.9 | On bituminous surface @ 0.25kg/sqm. | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 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 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | 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) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | 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 | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Difference due to GST Factor @0.973 | - | Nos | - | - | - |
| 0.0 | cost index @ -0.09% on DSR items | - | Nos | - | - | BI01010001010000000000000515BI0100001128 |
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