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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 CrAccepted-AOC 2415 GALI NO 2 KOT GANIYA LAL AMRITSAR | AMRITSAR | AMRITSAR | PUNJAB | L1 | Accepted-AOC Responsive | |
| 2 | L2₹19.7 Cr+₹1.7 Cr (9.27%)Rejected-Finance | L2 | Rejected-Finance Non Responsive | |
| 3 | L3₹19.7 Cr+₹1.7 Cr (9.54%)Rejected-Finance | L3 | Rejected-Finance Non Responsive | |
| 4 | L4₹19.8 Cr+₹1.8 Cr (10.0%)Rejected-Finance 29 A RANI KA BAG AMRITSAR | AMRITSAR | PUNJAB | 143001 | L4 | Rejected-Finance Non Responsive |
Tender Value
₹20.9 Cr
EMD Value
₹41.9 L
Closing Date
9 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Er. PRADEEP KUMAR
OFFICE OF EXECUTIVE ENGINEER, CONSTRUCTION DIVISION, PWD B and R, PATHANKOT
MODERNIZATION /UPGARADATION OF VARIOUS LINK ROAD IN CONSTITUENCY BHOA, M.C NAROT JAIMAL SINGH UNDER SPECIAL ASSISTANCE PROJECT PHASE - II FY 2025-26 IN DISTT. PATHANKOT INCLUDING MAINTENANCE (Group No. 13)
2025_CEPW_155252_1
Bid No. 47 Dated 27-11-2025 Group No. 13
Open Tender
Civil Works - Roads
Percentage
365 days
PATHANKOT
Please refer Tender documents.
7 documents required · 7 mandatory
₹50,000
₹41.9 L
DAC PATHANKOT
20 Apr 2026
8 Dec 2025
9 Jan 2026
8 Dec 2025
9 Jan 2026
8 Dec 2025
16 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 |
|---|---|---|---|---|---|
| 1.01 | Excavation in Soil (by mechanical means) (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cumbucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades andcross sections, including all lift and combined lead up to 60 mtr. | 11,361.13 | Per Cum | 33.71 | ₹3,82,983.69 |
| 1.02 | Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters | 75,508.5 | Per Sqm | 5.27 | ₹3,97,929.8 |
| 1.03 | Dismantling brick edging | 729.14 | Per Cum | 144.33 | ₹1,05,236.78 |
| 1.04 | 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) | 41,061.45 | Per Sqm | 6.32 | ₹2,59,508.36 |
| 1.05 | Credit of Brick bats obtainted from dismantling of brick edging | 364.57 | Per Cum | -531 | - |
| 1.06 | Credit of old Bricks obtainted from dismantling of brick edging | 1,04,997 | Each | -2.5 | - |
| 1.07 | Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical 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 | 6,816.68 | Per Cum | 1,619.25 | ₹1,10,37,909.09 |
| 1.08 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications | 19,987.55 | Per Cum | 1,728.93 | ₹3,45,57,074.82 |
| 1.09 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications | 1,14,805.24 | Per Sqm | 50.82 | ₹58,34,402.3 |
| 1.1 | Providing 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 clause 503 of MORT&H specifications | 2,30,098.48 | Per Sqm | 23.47 | ₹54,00,411.33 |
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