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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.9 LAdmitted-Finance PATIALA | PATIALA | ₹28.9 L | L1 | Admitted-Finance |
| 2 | L2₹30.4 LAdmitted-Finance 137 2 OLD LAL BAGH NEAR PRIMARY VICTORIA SCHOOL PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | ₹30.4 L | L2 | Admitted-Finance |
| 3 | L3₹31.8 LAdmitted-Finance | ₹31.8 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical H NO 351 9 KRISHNA BASTI SAMANA PATIALA | PATIALA | PATIALA | PUNJAB | - | - | Rejected-Technical Documents of Technical Bid are not in order |
| Sl No | Description | Qty | Unit | The A and T Coop LC Society Ltd Patiala L1 | ARNOULI CO OP L AND C SOCIETY LTD L2 | A.J. BUILDERS AND CONTRACTORS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including
ramming, watering and consolidated lead upto 1000 metres, complete in all respects as directed by the E-In-C. | 710 | Cum | 840 ₹6.0 L | 882 ₹6.3 L | 930 ₹6.6 L |
| 2.00 | 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. complete in all respects as directed by the E-In-C. | 800 | Sqm | 10 ₹8,000 | 10.5 ₹8,400 | 11.5 ₹9,200 |
| 3.00 | Construction of granular sub-base by providing close graded material grading - I, 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 Technical clause 401 of MORT&H specifications. complete in all respects as directed by the E-In-C. | 135 | Cum | 2,250 ₹3.0 L | 2,362.5 ₹3.2 L | 2,475 ₹3.3 L |
| 4.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications. | 135 | Cum | 2,250 ₹3.0 L | 2,362.5 ₹3.2 L | 2,475 ₹3.3 L |
| 5.00 | Providing and laying Mech. mixed plain cement concrete 1:4:8with stone aggregate (1 cement: 4 coarse sand: 8 stone aggregate 40mm gauge) including spreading, laying, ramming and consolidating as per requirements and curing etc. but excluding centering and shuttering, complete in all respects as directed by E-in-C. Area as per item no. 1 | 135 | Cum | 4,810 ₹6.5 L | 5,050.5 ₹6.8 L | 5,290 ₹7.1 L |
| 6.00 | Plain cement concrete M-20 grade precast kerb 250mm high with bottom width 165mm and top width 115mm fixed in position on earth base including carriage to site of work complete as per technical clause 408 of MORT&H specifications complete in all respects to the entire satisfaction of E-in-C. | 100 | Mtr. | 377 ₹37,700 | 395.85 ₹39,585 | 415 ₹41,500 |
| 7.00 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-40 grade rubber moulded smooth finish with strong vibratory process and of approved size and design, shape laid in Ordinary Grey Colour and pattern over and including 50mm thick compacted bed of course sand filling the joints with fine sand etc. complete in all respects to the entire satisfaction of E-in-C. | 800 | Sqm | 875 ₹7 L | 918.75 ₹7.3 L | 960 ₹7.7 L |
| 8.00 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 20 | Cum | 192 ₹3,840 | 201.6 ₹4,032 | 210 ₹4,200 |
| 9.00 | Cement concrete 1:4:8 With stone aggregate 40mm gauge .mixing by mechanical means using concrete mixer volumetric type. | 5 | Cum | 4,350 ₹21,750 | 4,567.5 ₹22,837.50 | 4,785 ₹23,925 |
| 10.00 | Providing and fixing steel shuttering for faces of concrete foundations, footings, strips, pedestals, foundation beam, plinth beams (vertical, or battering) and columns etc, below plinth beam. Complete in all respects as directed by E-in-C. | 15 | Sqm | 250 ₹3,750 | 262.5 ₹3,937.50 | 275 ₹4,125 |
Tender Value
₹27.8 L
EMD Value
₹55,620
Closing Date
23 Apr 2026, 5:00 pmClosed
Incharge Civil
Verka Head Office Sector 34 A Chandigarh
Construction of Parking in front of New Milk Bar Complex at Verka Patiala Dairy.
2026_Coop_165154_1
PSF/Civil/5338-49
Open Tender
Civil Works - Others
122 days
Verka Head Office Sector 34 A Chandigarh
Please refer Tender Documents
3 documents required · 3 mandatory
₹500
₹55,620
17.04.2026 at Verka Sector 34 A Chandigarh
4 Jun 2026
2 Apr 2026
24 Apr 2026
2 Apr 2026
23 Apr 2026
2 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including
ramming, watering and consolidated lead upto 1000 metres, complete in all respects as directed by the E-In-C. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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. complete in all respects as directed by the E-In-C. | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Construction of granular sub-base by providing close graded material grading - I, 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 Technical clause 401 of MORT&H specifications. complete in all respects as directed by the E-In-C. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 5 | Providing and laying Mech. mixed plain cement concrete 1:4:8with stone aggregate (1 cement: 4 coarse sand: 8 stone aggregate 40mm gauge) including spreading, laying, ramming and consolidating as per requirements and curing etc. but excluding centering and shuttering, complete in all respects as directed by E-in-C. Area as per item no. 1 | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 6 | Plain cement concrete M-20 grade precast kerb 250mm high with bottom width 165mm and top width 115mm fixed in position on earth base including carriage to site of work complete as per technical clause 408 of MORT&H specifications complete in all respects to the entire satisfaction of E-in-C. | - | Mtr. | - | - | BI01010001010000000000000515BI0100001120 |
| 7 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-40 grade rubber moulded smooth finish with strong vibratory process and of approved size and design, shape laid in Ordinary Grey Colour and pattern over and including 50mm thick compacted bed of course sand filling the joints with fine sand etc. complete in all respects to the entire satisfaction of E-in-C. | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 8 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 9 | Cement concrete 1:4:8 With stone aggregate 40mm gauge .mixing by mechanical means using concrete mixer volumetric type. | - | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 10 | Providing and fixing steel shuttering for faces of concrete foundations, footings, strips, pedestals, foundation beam, plinth beams (vertical, or battering) and columns etc, below plinth beam. Complete in all respects as directed by E-in-C. | - | Sqm | - | - | BI01010001010000000000000515BI0100001124 |
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