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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC NEAR MODEL BASIC HOUSE NO 83 RAM NAGAR SUNAM DISTRICT SANGRUR PUNJAB | SANGRUR | PUNJAB | 148001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.1 Cr+₹16,683 (0.08%)Rejected-AOC 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹2.1 Cr+₹7.4 L (3.62%)Rejected-AOC KACHA PAHA PREET NAGAR ST NO 2 WARD NO 8 SUNAM DISTRICT SANGRUR PB | L3 | Rejected-AOC L3 |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
11 Aug 2026, 1:00 pmClosed
Executive Engineer, Construction Divn PWD Patiala
Executive Engineer, Construction Division PWD B and R Patiala
Widening of Link Road Badalgarh Raidharana Road to Bhootgarh 3.05 mtr to 5.50 mtr in MC Patran District Patiala
2026_CEPW_172651_1
Bid no. 7 dated 24.07.2026
Open Tender
Civil Works - Roads
Percentage
270 days
District Patiala
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹4.5 L
Yes
O/o Executive Engineer, Const Division Patiala
13 Oct 2026
27 Jul 2026
11 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
3 Aug 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 |
|---|---|---|---|---|---|
| 1 | Construction Work (Part-I) | - | - | - | - |
| 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom with side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead up to 60 mtr. | 992.25 | Cum | 33.71 | ₹33,448.75 |
| 3 | Dismantling of dry stone pitching as per complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge | 640.5 | Cum | 184.36 | ₹1,18,082.58 |
| 4 | Compaction of earth work & Prepration of Sub grade including loosing,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 minimun dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications (in case of link roads earth work to be done by villagers.) | 14,910 | Sqm | 6.32 | ₹94,231.2 |
| 5 | Relaying of recovered material obtained from dismentling of road crust using as Granular sub base | 384.3 | Cum | 146.44 | ₹56,276.89 |
| 6 | 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 clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge | 5,490 | Sqm | 5.27 | ₹28,932.3 |
| 7 | Dismantling of brick on end edging complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge | 99.93 | Cum | 144.33 | ₹14,422.9 |
| 8 | Credit of Brick bats obtainted from dismantling of brick edging complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge | 49.96 | Cum | 531 | ₹26,528.76 |
| 9 | Credit of old Bricks obtainted from dismantling of brick edging complete as per technical clause & PWD Specifications & to the entire satisfaction of Engineer-in-Charge | 14,389 | nos | 3 | ₹43,167 |
| 10 | 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 specifications | 1,022.83 | Cum | 1,724.8 | ₹17,64,177.18 |
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