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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.0 CrAdmitted-Finance | -3.13% | ₹7.0 Cr | L1 | Admitted-Finance |
Tender Value
₹7.3 Cr
EMD Value
₹14.5 L
Closing Date
4 May 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer Construction Division No.2 PWD B and R Amritsar
Modernization of Rural Link roads falling in MC Patti Group No.10 Assembly Constituency Patti District Tarn Taran under Special Assistance Project Phase-II Year 2025-26 including 5 Years Maintenance1Year Defect LiabilityPeriod plus 4Years Maintenanc
2026_CEPW_166555_1
40 dated 20.04.2026
Open Tender
Civil Works - Roads
365 days
Patti District tarn taran
Please refer Tender documents.
17 documents required · 17 mandatory
₹30,000
₹14.5 L
Yes
11 May 2026
21 Apr 2026
4 May 2026
21 Apr 2026
4 May 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 |
|---|---|---|---|---|---|---|
| 1Dismantling brick edging in strengthening portion as per CSR item No.8.5(i) | ||||||
| 2Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical (Full surface area will be measured for payment). CSR 24.10 | ||||||
| 3Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. CSR 6.2 (a) | ||||||
| 4Compacting of earth work & preparation of sub grade including loosening and leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering rolling with a road roller and compacting the bed to achieve minimum dry density as given in table 300-2 as per technical clause 305 of MORT&H specification. | ||||||
| 5Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50mtr. Complete as per Punjab PWD specifications complete as per CSR 24.16 (add difference of bricks rate) | ||||||
| 6Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechnical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications | ||||||
| 7Providing, 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications. | ||||||
| 8Providing, 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications. | ||||||
| 9Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications. | ||||||
| 10Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications. | ||||||
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