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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 CrAccepted-Finance 1586 LAKHI COLONY ST NO 1 NEAR MANIA HEALTH CENTRE BARNALA | BARNALA | PUNJAB | 148100 | ₹13.6 Cr | L1 | Accepted-Finance Lowest bidder |
| 2 | L2₹14.1 Cr+₹47.2 L (3.47%)Accepted-Finance | ₹14.1 Cr+₹47.2 L (3.47%) | L2 | Accepted-Finance Not lowest bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹28.4 L
Closing Date
29 Dec 2025, 1:00 pmClosed
Executive Engineer
Executive Engineer, Construction Division PWD B and R Barnala
Upgradation of Plan Roads Internal City Portion Dhanaula, BB Road to Barnala Raikot Road , App. Road to Railway Station Handiaya and Barnala to Sanghera under Special Assistance Scheme 2025-26 Including Maintenance of Roads for 5 Years
2025_CEPW_154203_1
Bid no. 27 dated. 18.11.2025
Open Tender
Civil Works - Roads
Percentage
180 days
Barnala
Please refer Tender documents.
12 documents required · 12 mandatory
₹50,000
₹28.4 L
Barnala
13 Jan 2026
22 Nov 2025
29 Dec 2025
22 Nov 2025
29 Dec 2025
22 Nov 2025
2 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 | Dismentiling Brick on edging 8.5 i | 62.45 | cum | 144.33 | ₹9,013.41 |
| 2 | Excavation for roadway in soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts up to 100m including trimming bottom and side slopes as per technical clause 301 of MORT&H specifications(24.06 B) | 7,713.29 | cum | 33.71 | ₹2,60,015.01 |
| 3 | Compacting 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. | 18,939 | sqm | 6.32 | ₹1,19,694.48 |
| 4 | 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 | 3,944.91 | Cum | 1,722.77 | ₹67,96,172.6 |
| 5 | 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 | 4,000 | mtr | 84.74 | ₹3,38,960 |
| 6 | Water Bound Macadam Grading I (without screening 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 | 1,613.17 | cum | 2,391.08 | ₹38,57,218.52 |
| 7 | Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads 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 asper technical specifications | 1,338.67 | cum | 2,510.44 | ₹33,60,650.71 |
| 8 | 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 | 3,660 | sqm | 85.13 | ₹3,11,575.8 |
| 9 | 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 specifications | 2,14,294.2 | sqm | 23.18 | ₹49,67,339.56 |
| 10 | Providing and laying slurry seal Type-II 4-6mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS-2 @ 10.50% and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specifications ( CSR 24.30 a) | 12,308.48 | Sqm | 57.25 | ₹7,04,660.48 |
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