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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC 64 SHAHEED UDHAM SINGH MARKET NEAR OLD BUS STAND BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.1 Cr | L1 | Accepted-AOC Accepted being L1 |
| 2 | L2₹1.2 Cr+₹1.1 L (1.00%)Rejected-Finance 01 ENTERPRISES | ₹1.2 Cr+₹1.1 L (1.00%) | L2 | Rejected-Finance Rejected being other than lowest tenderer |
| 3 | L3₹1.3 Cr+₹16.8 L (14.7%)Rejected-Finance PLOT NO D 25 INDUSTRIAL GROWTH CENTRE MANSA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.3 Cr+₹16.8 L (14.7%) | L3 | Rejected-Finance Rejected being other than lowest tenderer |
| 4 | L4₹1.3 Cr+₹17.8 L (15.5%)Rejected-Finance H NO 17036 9 STREET NO 5 A AGGARWAL COLONY BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.3 Cr+₹17.8 L (15.5%) | L4 | Rejected-Finance Rejected being other than lowest tenderer |
| Sl No | Description | Qty | Unit | Singla Enterprises L2 | M/s MITTAL CONSTRUCTIONS L4 | M/s PANKAJ KUMAR L1 | M/S VERMA BUILDERS & DEVELOPERS L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exceeding 15 cm deep and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge. | 1,240 | Sqm | 40 ₹49,600 | 30 ₹37,200 | 20 ₹24,800 | 10 ₹12,400 Lowest |
| 2.00 | Removing excavated material (soil ) exc. 1.50 km but not exceeding 5 km and depositing where directed complete all as specified and as directed by Engineer -in-charge. | 24 | Cum | 150 ₹3,600 | 300 ₹7,200 | 125 ₹3,000 Lowest | 300 ₹7,200 |
| 3.00 | Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter depth for foundation etc or for shafts , wells, cesspits, manholes , septic tank, for laying of cables , laying of pipes not exceeding 10 Sqm on plan and not exc 1.5 meter depth and getting out in soft/loose soil etc complete all as specified and as directed by Engineer-in- charge. | 579.8 | Cum | 150 ₹86,970 | 150 ₹86,970 | 125 ₹72,475 Lowest | 150 ₹86,970 |
| 4.00 | Material and labour for Cement Concrete 1:4:8 , Type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge. | 78.4 | Cum | 3,000 ₹2,35,200 | 3,000 ₹2,35,200 | 3,500 ₹2,74,400 | 2,300 ₹1,80,320 Lowest |
| 5.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 56 | Cum | 6,000 ₹3,36,000 Lowest | 7,000 ₹3,92,000 | 7,000 ₹3,92,000 | 6,500 ₹3,64,000 |
| 6.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 44 | Cum | 6,300 ₹2,77,200 Lowest | 7,500 ₹3,30,000 | 7,000 ₹3,08,000 | 6,500 ₹2,86,000 |
| 7.00 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 27.6 | Cum | 6,000 ₹1,65,600 Lowest | 7,500 ₹2,07,000 | 7,000 ₹1,93,200 | 6,500 ₹1,79,400 |
| 8.00 | Material and labour for RCC M-25 (Design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 75.7 | Cum | 6,000 ₹4,54,200 Lowest | 7,500 ₹5,67,750 | 7,000 ₹5,29,900 | 6,500 ₹4,92,050 |
| 9.00 | Material and labour for RCC M-25 (Design mix) using 20mm graded stone aggregate as in Chajjas complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 16.24 | Cum | 6,200 ₹1,00,688 Lowest | 7,500 ₹1,21,800 | 7,000 ₹1,13,680 | 6,500 ₹1,05,560 |
| 10.00 | Material and Labour for Formwork of sides of concrete foundations, Footings, Bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. | 294 | Sqm | 350 ₹1,02,900 Lowest | 500 ₹1,47,000 | 400 ₹1,17,600 | 400 ₹1,17,600 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
14 Aug 2026, 6:00 pmClosed
CWE Bathinda
HQ CWE Bathinda Military Station
PROVN OF CONSTRUCTION OF FOUR GUARD ROOMS ALONG WITH TOILETS CUM BATHROOMS REPAIR BAY TWO INSPECTION PITS TOOLS AND MT STORES PAINT STORE AND FOL STORE COVERED UNDER VARIOUS LBW WORKS UNDER GE ( NORTH) BATHINDA AT BATHINDA MIL STN
2025_MES_726658_3
CWE BTD/TOKEN-19/2025-26
Open Tender
Civil Works
Item Rate
300 days
HQ CWE Bathinda
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (North) Bathinda
₹1.9 L
Yes
18 Sept 2026
15 Jul 2026
17 Aug 2026
15 Jul 2026
14 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing not exceeding 15 cm deep and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge. | 1,240 | Sqm | - | - |
| 2 | Removing excavated material (soil ) exc. 1.50 km but not exceeding 5 km and depositing where directed complete all as specified and as directed by Engineer -in-charge. | 24 | Cum | - | - |
| 3 | Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter depth for foundation etc or for shafts , wells, cesspits, manholes , septic tank, for laying of cables , laying of pipes not exceeding 10 Sqm on plan and not exc 1.5 meter depth and getting out in soft/loose soil etc complete all as specified and as directed by Engineer-in- charge. | 579.8 | Cum | - | - |
| 4 | Material and labour for Cement Concrete 1:4:8 , Type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge. | 78.4 | Cum | - | - |
| 5 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 56 | Cum | - | - |
| 6 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 44 | Cum | - | - |
| 7 | Material and labour for RCC M-25 (Design mix) using 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 27.6 | Cum | - | - |
| 8 | Material and labour for RCC M-25 (Design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 75.7 | Cum | - | - |
| 9 | Material and labour for RCC M-25 (Design mix) using 20mm graded stone aggregate as in Chajjas complete all as specified and as directed by Engineer-in-charge.
NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 16.24 | Cum | - | - |
| 10 | Material and Labour for Formwork of sides of concrete foundations, Footings, Bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. | 294 | Sqm | - | - |
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