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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 CrAccepted-Finance | ₹13.0 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹13.1 CrAccepted-Finance GSTIN: 03AAWPK7553Q1ZS301 HOUSE NO 8 A RAVU TAG BAHADUR NAGAR OPPOSITE D P DINDARLEW PUCHI | ₹13.1 Cr | L2 | Accepted-Finance Accepted |
| 3 | L3₹13.3 CrAccepted-Finance GSTIN: 03AAMCS0138G1ZN, 04AAMCS0138G1ZL, 05AAMCS0138G1ZJ, 06AAMCS0138G1ZH196 SECTOR 16 CHANDIGARH | CHANDIGARH | ₹13.3 Cr | L3 | Accepted-Finance Accepted |
Tender Value
₹14.2 Cr
EMD Value
₹28.4 L
Closing Date
10 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer Construction Division PWD B and R Rupnagar
Modernization Widening of Rural Link Roads falling in Assembly Consistuency Sri Anandpur Sahib under Special Assistance Scheme in District Rupnagar Group I
2026_CEPW_164259_1
Tender Notice No. 151 Dated 20.03.2026
Open Tender
Civil Works
365 days
Rupnagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹50,000
₹28.4 L
Yes
Superintending Engineer Construction Circle PWD B
20 Apr 2026
20 Mar 2026
10 Apr 2026
20 Mar 2026
10 Apr 2026
20 Mar 2026
30 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 |
|---|---|---|---|---|---|---|
| 1Excavation for Roadway (By Mechanical Means) Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. | ||||||
| 2Compaction of Earth work 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) | ||||||
| 3Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm Furrows 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 (Full surface area will be measured for payment) | ||||||
| 4Dismantling brick work tile, masonry or tile lining i.) Dismantling dry brick work (8.5(i)) | ||||||
| 5Providing 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 | ||||||
| 6Granular Sub-Base Construction of granular sub-base by providing material, 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 MORD technical specifications7 | ||||||
| 7Water Bound Macadam Grading I Water Bound Macadam Grading I (withoutscreening for low volume Roads/undersigned 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 | ||||||
| 8Water Bound Macadam Grading II Water Bound Macadam Grading II (without screening for low volume Roads/undersignedRoads 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications | ||||||
| 9Surface dressing Surface Dressing Providing 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 | ||||||
| 10Tack Coat @ 0.25kg per sqm Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 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 | ||||||
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