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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 CrAccepted-AOC | ₹15.0 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹15.2 Cr+₹19.7 L (1.31%)Rejected-AOC | ₹15.2 Cr+₹19.7 L (1.31%) | L2 | Rejected-AOC Rejected |
Tender Value
₹15.6 Cr
EMD Value
₹31.3 L
Closing Date
13 Jan 2026, 5:00 pmClosed
Er. Bhisham Lahora
Executive Engineer Construction Division No1 PWD B and R Hoshiarpur
Link Roads Modernization in MC Hoshiarpur and MC Dasuya under Special Central Assistance FY 2025-26 Phase II including 5 years maintenance 1 Year Defect Liability Period plus 4 Year Maintenance Distt. Hoshiarpur. Group No. 1
2025_CEPW_156806_1
37
Open Tender
Civil Works - Roads
Percentage
365 days
Hoshiarpur
Please refer Tender documents.
22 documents required · 22 mandatory
₹50,000
₹31.3 L
Yes
9 Jun 2026
30 Dec 2025
14 Jan 2026
30 Dec 2025
13 Jan 2026
30 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 | PART-I (CONSTRUCTION WORK)
Dismantling brick edging in strengthening portion include sorting and stacking dismantled material Complete as per CSR 8.5 i | 870.04 | Cum | 144.33 | ₹1,25,572.87 |
| 2 | Dismantling of existing Surface Pavement including crust and stacking of usable material and disposal off unusable material complete in all respects. | 780.51 | Cum | 184.36 | ₹1,43,894.82 |
| 3 | Compaction of earthwork and preparation of sub-grade including loosening leveling of earth 225 mm 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 table 300-2 as per technical clause 305 of MORT&H Specifications as per CSR 24.4 c | 9,245.5 | Sqm | 6.32 | ₹58,431.56 |
| 4 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to
50mtr complete as per Punjab PWD specifications as per CSR 24.14 | 55,722 | Mtr. | 84.88 | ₹47,29,683.36 |
| 5 | Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base by providing coarse graded material grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications as per CSR 24.7 | 468.31 | Cum | 146.44 | ₹68,579.32 |
| 6 | Water Bound Macadam Grading I (withoutscreening for low volume Roads/undersigned Roads 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications as per CSR 24.11 (ii) | 407.95 | Cum | 1,641.17 | ₹6,69,515.3 |
| 7 | Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads Providing, laying, spreading and compacting stone aggregates of Grading III 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 Water Bound Macadam Grading II requisite type of 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 without screeening as per CSR 24.12 (ii) | 6,672.64 | Cum | 1,656.63 | ₹1,10,54,095.6 |
| 8 | Credit of materials Bricks bats | 434.98 | Cum | 531 | ₹2,30,974.38 |
| 9 | Credit of materials Bricks | 1,25,374.5 | Nos | 2.5 | ₹3,13,436.25 |
| 10 | Making 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 specifications as per CSR 24.10 | 81,995.2 | Sqm | 5.27 | ₹4,32,114.7 |
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