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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance PATIALA | PATIALA | L1 | Admitted-Finance | |
| 2 | L2₹2.0 Cr+₹9.9 L (5.18%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹2.2 Cr+₹24.9 L (13.0%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TARSEM CHAND SINGLA GOVT CONTRACTOR L2 | The A and T Coop LC Society Ltd Patiala L1 | A.J. BUILDERS AND CONTRACTORS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of existing Reinforced cement conrete/ Brick work/ tile masonry in cement mortar, as per actual site conditions/ requirements, finishing the broken surface to match with the surrounding, removing the debris etc. within site/ campus. Including cutting the reinforcement if any and cleaning & stacking of dismantled bricks and bats for re-use in new work, complete in all respects as directed by the E-in-C. | 136 | Cum | 2,400 ₹3,26,400 | 2,320 ₹3,15,520 Lowest | 2,440 ₹3,31,840 |
| 2.00 | Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in Charge. | 282 | Sqm | 115 ₹32,430 | 113 ₹31,866 Lowest | 120 ₹33,840 |
| 3.00 | Dismantling / removing of existing damaged kerbs / channels including base (If required) and stacking the kerbs / channels and disposal of mulba etc. with in the site campus as per the direction of E-in-C. | 560 | Rmtr. | 86 ₹48,160 | 85 ₹47,600 Lowest | 90 ₹50,400 |
| 4.00 | 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 diected by E-in-C. | 193 | Cum | 310 ₹59,830 | 307 ₹59,251 Lowest | 320 ₹61,760 |
| 5.00 | Earth work in excavation for all type of 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 refilling around masonary etc. in 15 cms layers with compaction consolidation, including disposal of all surplus soil as directed , within campus/site. | 1,863 | Cum | 200 ₹3,72,600 | 192 ₹3,57,696 Lowest | 215 ₹4,00,545 |
| 6.00 | Excavation manually of trenches in a Streets, Lanes or in Open Area for Storm Sewers and Manholes to Full Depths as Shown in Drawings,excluding Shoring, Timbering of Poling Board Frame System Type, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines.night signals, profiles, Pegs, Sight rails, boning rods, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, refilling trenches, watering of refill in 15 cm layers, ramming and restoration of surface to original conditions and removal of Surplus Spoil from the Site of Works, for all Works other than connections to Ventilating Shafts upto a Lead of 15 mtr A) For depth not exceeding 2 m. below Ground, level i) All classes of soil except rocky | 300 | Cum | 240 ₹72,000 | 236 ₹70,800 Lowest | 250 ₹75,000 |
| 7.00 | Compaction of earth work and preparation of subgrade including loosening, leveling of earth 225mm th. top layer rough dressing of soil, final dressing of earth to give level, chamber, watering, rolling with road roller, compacting the bed to achive minimum dry density as given in table 300-2 as per technical clause 305 of MORT&H specifications. Complete in all respects as directed by the E-in-C. 24.4 c | 4,525 | Sqm | 7 ₹31,675 | 6 ₹27,150 Lowest | 10 ₹45,250 |
| 8.00 | 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. 24.7 | 619 | Cum | 1,600 ₹9,90,400 | 1,544 ₹9,55,736 Lowest | 1,620 ₹10,02,780 |
| 9.00 | 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, carriage from mix plant to site of work, 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 pecifications 24.13 | 619 | Cum | 2,000 ₹12,38,000 | 1,950 ₹12,07,050 Lowest | 2,020 ₹12,50,380 |
| 10.00 | Providing and laying plain cement concrete 1:4:8 using concrete mixture volumetric type with stone aggregate (1 cement: 4 coarse sand: 8 stone aggregate 40mm gauge) for all types of foundations, footings, below rafts, extension columns, plinth beams/under floor etc. 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. | 653 | Cum | 4,500 ₹29,38,500 | 4,410 ₹28,79,730 Lowest | 4,550 ₹29,71,150 |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
25 May 2026, 5:00 pmClosed
Incharge Civil
Verka Head Office Sector 34 A Chandigarh
Construction of Sewer lines, Roads, Installation of Electrical Poles alongwith allied works etc. within Premises of Verka Jalandhar Dairy.
2026_Coop_167560_1
PSF/Civil/7624-36
Open Tender
Civil Works
Item Rate
365 days
Verka Head Office Sector 34 A Chandigarh
Please refer Tender Documents
3 documents required · 3 mandatory
₹500
₹3.8 L
18.05.2026 at Verka Sector 34 A Chandigarh
9 Oct 2026
4 May 2026
26 May 2026
4 May 2026
25 May 2026
4 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of existing Reinforced cement conrete/ Brick work/ tile masonry in cement mortar, as per actual site conditions/ requirements, finishing the broken surface to match with the surrounding, removing the debris etc. within site/ campus. Including cutting the reinforcement if any and cleaning & stacking of dismantled bricks and bats for re-use in new work, complete in all respects as directed by the E-in-C. | 136 | Cum | - | - |
| 2 | Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in Charge. | 282 | Sqm | - | - |
| 3 | Dismantling / removing of existing damaged kerbs / channels including base (If required) and stacking the kerbs / channels and disposal of mulba etc. with in the site campus as per the direction of E-in-C. | 560 | Rmtr. | - | - |
| 4 | 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 diected by E-in-C. | 193 | Cum | - | - |
| 5 | Earth work in excavation for all type of 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 refilling around masonary etc. in 15 cms layers with compaction consolidation, including disposal of all surplus soil as directed , within campus/site. | 1,863 | Cum | - | - |
| 6 | Excavation manually of trenches in a Streets, Lanes or in Open Area for Storm Sewers and Manholes to Full Depths as Shown in Drawings,excluding Shoring, Timbering of Poling Board Frame System Type, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines.night signals, profiles, Pegs, Sight rails, boning rods, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, refilling trenches, watering of refill in 15 cm layers, ramming and restoration of surface to original conditions and removal of Surplus Spoil from the Site of Works, for all Works other than connections to Ventilating Shafts upto a Lead of 15 mtr A) For depth not exceeding 2 m. below Ground, level i) All classes of soil except rocky | 300 | Cum | - | - |
| 7 | Compaction of earth work and preparation of subgrade including loosening, leveling of earth 225mm th. top layer rough dressing of soil, final dressing of earth to give level, chamber, watering, rolling with road roller, compacting the bed to achive minimum dry density as given in table 300-2 as per technical clause 305 of MORT&H specifications. Complete in all respects as directed by the E-in-C. 24.4 c | 4,525 | Sqm | - | - |
| 8 | 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. 24.7 | 619 | Cum | - | - |
| 9 | 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, carriage from mix plant to site of work, 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 pecifications 24.13 | 619 | Cum | - | - |
| 10 | Providing and laying plain cement concrete 1:4:8 using concrete mixture volumetric type with stone aggregate (1 cement: 4 coarse sand: 8 stone aggregate 40mm gauge) for all types of foundations, footings, below rafts, extension columns, plinth beams/under floor etc. 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. | 653 | Cum | - | - |
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