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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.3 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹67.9 L+₹7.6 L (12.6%)Rejected-AOC | L2 | Rejected-AOC Not Being L1 | |
| 3 | L3₹73.8 L+₹13.5 L (22.4%)Rejected-AOC | L3 | Rejected-AOC Not Being L1 |
| Sl No | Description | Qty | Unit | Santokh Singh and Associates L2 | TARSAM LAL SAINI CONTRACTOR L1 | M/s MAHAJAN CONSTRUCTION CO. L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas in soft or loose soil, not exceeding 1.5 meter deep, and disposing of the excavated material completely as specified and as directed. | 574 | Cubic Meter | 160 ₹91,840 | 200 ₹1,14,800 | 120 ₹68,880 Lowest |
| 2.00 | Excavating over areas in any type of soil, but depth exceeding 1.5 meter but not exceeding 3 meter, and disposing of the excavated material completely as specified and as directed. | 574 | Cubic Meter | 190 ₹1,09,060 | 210 ₹1,20,540 | 175 ₹1,00,450 Lowest |
| 3.00 | Excavating over areas in any type of soil, but depth exceeding 3 meter but not exceeding 4.5 meter, and disposing of the excavated material completely as specified and as directed. | 189 | Cubic Meter | 260 ₹49,140 | 250 ₹47,250 Lowest | 300 ₹56,700 |
| 4.00 | Excavating in trenches in soft or loose soil, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth, for foundations, shafts, cesspits, manholes, and similar structures, where the area on plan does not exceed 10 Square Meter, and disposing of the excavated material completely as specified and as directed. | 175 | Cubic Meter | 270 ₹47,250 | 200 ₹35,000 Lowest | 235 ₹41,125 |
| 5.00 | Returning the excavated soil for filling, including spreading, leveling, watering, and well ramming in layers, each not exceeding 25 centimeter thick, completely as specified and as directed. | 462 | Cubic Meter | 70 ₹32,340 | 30 ₹13,860 Lowest | 55 ₹25,410 |
| 6.00 | Removing excavated soil to a distance exceeding 250 meter but not exceeding 500 meter away, and depositing the material where specified and as directed, at a level not exceeding 1.5 meter above the starting point, completely as specified and as directed. | 1,050 | Cubic Meter | 70 ₹73,500 | 30 ₹31,500 Lowest | 50 ₹52,500 |
| 7.00 | Material and Labour for cement concrete mix 1:4:8 (using 40 millimeter graded stone aggregate) in foundations, filling, and mass concrete, complete all as specified and as directed. | 23.8 | Cubic Meter | 2,500 ₹59,500 | 2,400 ₹57,120 Lowest | 3,500 ₹83,300 |
| 8.00 | Material and Labour for Reinforced Cement Concrete grade M-25 (Design Mix) in walls, retaining walls, basement walls, ballast walls, and similar structures; of any thickness; situated above the top of footings; including attached pilasters and buttresses, complete all as specified and as directed. | 231 | Cubic Meter | 7,000 ₹16,17,000 | 6,000 ₹13,86,000 Lowest | 8,200 ₹18,94,200 |
| 9.00 | Material and Labour for Formwork to faces of walls, retaining walls, abutments, parapets, and staircase railings and similar work, including attached pilasters, buttresses, et cetera; applied vertically, to batter, horizontally, or sloping, finished fair and even, complete all as specified and as directed. | 602 | Square Meter | 400 ₹2,40,800 | 250 ₹1,50,500 Lowest | 375 ₹2,25,750 |
| 10.00 | Material and Labour for Reinforced Cement Concrete grade M-25, Design Mix (using 20 millimeter graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slab and in shelves and similar structures, complete all as specified and as directed. | 40.95 | Cubic Meter | 7,000 ₹2,86,650 | 6,000 ₹2,45,700 Lowest | 7,900 ₹3,23,505 |
Tender Value
₹62.9 L
EMD Value
₹1.2 L
Closing Date
25 May 2026, 6:00 pmClosed
CWE Amritsar
HQ CWE Amritsar
PROVN OF RAIN WATER HARVESTING AND AREA DRAINAGE NEAR OTM UNDER GE NAMS
2026_MES_750080_4
83082/E8
Open Tender
Civil Works
Item Rate
180 days
GE NAMS
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE NAMS
₹1.2 L
Yes
11 Aug 2026
11 May 2026
28 May 2026
11 May 2026
25 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas in soft or loose soil, not exceeding 1.5 meter deep, and disposing of the excavated material completely as specified and as directed. | 574 | Cubic Meter | - | - |
| 2 | Excavating over areas in any type of soil, but depth exceeding 1.5 meter but not exceeding 3 meter, and disposing of the excavated material completely as specified and as directed. | 574 | Cubic Meter | - | - |
| 3 | Excavating over areas in any type of soil, but depth exceeding 3 meter but not exceeding 4.5 meter, and disposing of the excavated material completely as specified and as directed. | 189 | Cubic Meter | - | - |
| 4 | Excavating in trenches in soft or loose soil, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth, for foundations, shafts, cesspits, manholes, and similar structures, where the area on plan does not exceed 10 Square Meter, and disposing of the excavated material completely as specified and as directed. | 175 | Cubic Meter | - | - |
| 5 | Returning the excavated soil for filling, including spreading, leveling, watering, and well ramming in layers, each not exceeding 25 centimeter thick, completely as specified and as directed. | 462 | Cubic Meter | - | - |
| 6 | Removing excavated soil to a distance exceeding 250 meter but not exceeding 500 meter away, and depositing the material where specified and as directed, at a level not exceeding 1.5 meter above the starting point, completely as specified and as directed. | 1,050 | Cubic Meter | - | - |
| 7 | Material and Labour for cement concrete mix 1:4:8 (using 40 millimeter graded stone aggregate) in foundations, filling, and mass concrete, complete all as specified and as directed. | 23.8 | Cubic Meter | - | - |
| 8 | Material and Labour for Reinforced Cement Concrete grade M-25 (Design Mix) in walls, retaining walls, basement walls, ballast walls, and similar structures; of any thickness; situated above the top of footings; including attached pilasters and buttresses, complete all as specified and as directed. | 231 | Cubic Meter | - | - |
| 9 | Material and Labour for Formwork to faces of walls, retaining walls, abutments, parapets, and staircase railings and similar work, including attached pilasters, buttresses, et cetera; applied vertically, to batter, horizontally, or sloping, finished fair and even, complete all as specified and as directed. | 602 | Square Meter | - | - |
| 10 | Material and Labour for Reinforced Cement Concrete grade M-25, Design Mix (using 20 millimeter graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slab and in shelves and similar structures, complete all as specified and as directed. | 40.95 | Cubic Meter | - | - |
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