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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 CrAccepted-AOC 65 MODEL TOWN 136026 | KAITHAL | HARYANA | 136026 | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.1 Cr+₹65.5 L (3.55%)Rejected-AOC DIRBA | DIRBA | L2 | Rejected-AOC L2 | |
| 3 | L3₹20.9 Cr+₹2.5 Cr (13.4%)Rejected-AOC SCO 2 DASHMESH ENCLAVE PATIALA ROAD ZIRAKPUR | L3 | Rejected-AOC L3 | |
| 4 | L4₹21.1 Cr+₹2.6 Cr (14.2%)Rejected-AOC 1586 LAKHI COLONY ST NO 1 NEAR MANIA HEALTH CENTRE BARNALA | BARNALA | PUNJAB | 148100 | L4 | Rejected-AOC L4 |
Tender Value
₹21.3 Cr
EMD Value
₹42.6 L
Closing Date
23 Dec 2025, 5:00 pmClosed
Executive Engineer, Construction Divn PWD Patiala
O/o Executive Engineer, Construction Division PWD B and R Patiala
Upgradation of Retgarh Shutrana Road (ODR 41) connecting road alongwith BML canal at Samana (ODR 45). Old Samana Patran Road in Samana Town (ODR 51) and Samana Gulha Road upto Ram nagar (ODR 3) in District Patiala Group no 4
2025_CEPW_154042_1
Bid no. 29/4 dated 17.11.2025
Open Tender
Civil Works - Roads
Percentage
365 days
Distt.Patiala
Please refer Tender documents.
3 documents required · 3 mandatory
₹50,000
₹42.6 L
O/o Executive Engineer, Const Division Patiala
16 Feb 2026
22 Nov 2025
24 Dec 2025
22 Nov 2025
23 Dec 2025
22 Nov 2025
1 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 | Construction Work (Part-I) | - | - | - | - |
| 2 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | - | cum | 307.62 | - |
| 3 | 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 | - | Sqm | 57.07 | - |
| 4 | 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 | 1,92,416.77 | Sqm | 11.37 | ₹21,87,778.67 |
| 5 | Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binderVG-30 @4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications | 695.68 | cum | 10,381.41 | ₹72,22,139.31 |
| 6 | Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications | 153.39 | cum | 11,096.76 | ₹17,02,132.02 |
| 7 | Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications | 6,452.78 | cum | 11,837.87 | ₹7,63,87,170.78 |
| 8 | Providing and laying bituminous concrete 50mm to 65mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.20%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications | 510.1 | cum | 10,843.94 | ₹55,31,493.79 |
| 9 | Excavation in Soil (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 and crosssections, including all lift and combined lead up to 60 mtr. | 10,259.21 | cum | 33.71 | ₹3,45,837.97 |
| 10 | 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 motorgrader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications | 4,418.5 | cum | 2,172.74 | ₹96,00,251.69 |
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