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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-Finance H NO 31 WARD NO 8 ADARSH NAGAR DISTT FEROZEPUR | ADARSH NAGAR | FEROZEPUR | PUNJAB | ₹8.0 Cr | L1 | Accepted-Finance Responsive |
Tender Value
₹8.0 Cr
EMD Value
₹16.1 L
Closing Date
13 Apr 2026, 11:00 amClosed
Xen Provl Divn PWD B and R Ferozepur
Xen Provl Divn PWD B and R Ferozepur
Modernization and widening of 09 No link roads and const of 4 no new link roads Gr no 6 under MC Mamdot and Guruharsahai Distt Ferozepur including 5 years maintenance
2026_CEPW_165033_2
Tender Notice no 1 Dated 01.04.2026
Open Tender
Civil Works - Roads
365 days
Xen Provl Divn PWD B and R Ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹30,000
₹16.1 L
Yes
Superintending Engineer Const circle PWD FZR
16 Apr 2026
1 Apr 2026
13 Apr 2026
1 Apr 2026
13 Apr 2026
1 Apr 2026
9 Apr 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 |
|---|---|---|---|---|---|
| 1.01 | Part-1 (Const. work)
Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications ( Full surface area will be measured for payment)
Reconst. Portion ( Type -I) | - | Sqm | - | - |
| 1.02 | Dismentalling stone pitching or soling ( Existing road Crust Dismentalling) | - | Cum | - | - |
| 1.03 | Dismantling of existing brick on end edging complete in all respect as per PWD specifications. | - | Cum | - | - |
| 1.04 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, inal dressing of earth to give level, camber, atering, 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 | - | Sqm | - | - |
| 1.05 | 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 | - | Mtr | - | - |
| 1.06 | Construction of granular sub base by providing material , spreading in uniform lyaers with mortor grader on prepared surface, mixing by mix ibn place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired dinsity, complete as per MORD technical specifications.( With Scarified material) | - | Cum | - | - |
| 1.07 | Construction of granular sub base by providing material , spreading in uniform lyaers with mortor grader on prepared surface, mixing by mix ibn place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired dinsity, complete as per MORD technical specifications. | - | Cum | - | - |
| 1.08 | Providing,Laying, Spreading and compacting stone aggregates of grading -I to water bound macadam specificaton in cluding spreading in uniform thickness, hand pacing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requiste type of binding materials to fill up the interstitices of coarse aggregate, waterin gand compacting to the required denisty complete as per technical specificatons ( without screening for low volume roads /undesigned) | - | Cum | - | - |
| 1.09 | Providing,Laying, Spreading and compacting stone aggregates of grading -II to water bound macadam specificaton in cluding spreading in uniform thickness, hand pacing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requiste type of binding materials to fill up the interstitices of coarse aggregate, waterin gand compacting to the required denisty complete as per technical specificatons ( without screening for low volume roads /undesigned) | - | Cum | - | - |
| 1.1 | 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 | - | Sqm | - | - |
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