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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 CrAccepted-AOC | L1 | Accepted-AOC Due to lowest bid price | |
| 2 | L2₹18.7 Cr+₹2.0 Cr (11.7%)Rejected-Finance 00 VILLAGE NADASIYA MATAULI KANNAUJ NADASIYA MATAULI KANNAUJ NADASIYA MATAULI KANNAUJ KANNAUJ UTTAR PRADESH 209725 | KANNAUJ | UTTAR PRADESH | 209725 | L2 | Rejected-Finance Due to high bid price | |
| 3 | Rejected-Technical NEAR BUS STAND MOONAK | MOONAK | - | Rejected-Technical Not technically qualified | |
| 4 | Rejected-Technical | - | Rejected-Technical Not technically qualified | |
| 5 | Rejected-Technical 208 L MODEL TOWN LUDHIANA | LUDHIANA | LUDHIANA | PUNJAB | - | Rejected-Technical Not qualified Technically |
Tender Value
₹20.4 Cr
EMD Value
₹40.8 L
Closing Date
24 Dec 2025, 12:00 pmClosed
Executive Engineer
Provincial Division PWD BandR DAC Complex Sangrur
Providing and Laying Interlocking tiles on various Link roads under Special Central Assistance Scheme (Phase_II) in Assembly Constituency Dirba, Lehra and Sangrur
2025_CEPW_154333_1
Bid No 71 Dt. 20-11-2025
Open Tender
Civil Works - Roads
Percentage
270 days
Sangrur
Please refer Tender documents.
7 documents required · 7 mandatory
₹50,000
₹40.8 L
Sangrur
2 Feb 2026
24 Nov 2025
24 Dec 2025
24 Nov 2025
24 Dec 2025
24 Nov 2025
15 Dec 2025
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 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) as per CSR Item No.24.4 c | 1,30,557.5 | Sqm. | 6.32 | ₹8,25,123.4 |
| 2 | Water Bound Macadam Grading I (without screening )
Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications | 9,791.85 | Cum. | 2,167.59 | ₹2,12,24,716.14 |
| 3 | Water Bound Macadam Grading II (without screening )
Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications | 10,410.6 | Cum. | 2,167.55 | ₹2,25,65,496.03 |
| 4 | Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a | 55 | Rmt. | 106.27 | ₹5,844.85 |
| 5 | Construction of Shoulder with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement as per clause 3003 of MORT&H specifications | 7,491.94 | Cum. | 390.05 | ₹29,22,231.2 |
| 6 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge | 0.29 | Sqm. | 1 | ₹0.29 |
| 7 | Construction of TOE Wall as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. | - | Rmt. | 1 | - |
| 8 | Construction of 1.5' dia Hume Pipe Culvert as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. | 1 | Nos | 1 | ₹1 |
| 9 | Construction of X-drain Type-A as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. | - | Nos | 1 | - |
| 10 | Construction of Side Drain as per design provided by Engineer-in-charge complete in all respect as per PWD specifications. | 26,478 | Rmt. | 1,142.98 | ₹3,02,63,824.44 |
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