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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 LAccepted-AOC | ₹26.6 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹28.4 LRejected-Finance H NO 18 SHEET NO 5 A KATIA COLONY NAMDEV MARG BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹28.4 L | L2 | Rejected-Finance Other than Lowest |
| 3 | L3₹29.4 LRejected-Finance PLOT NO L 7 KRISHNA KRIPA VILLAGE SIROLI JAGATPURA JAIPUR 303905 RAJASTHAN | JAIPUR | JAIPUR | RAJASTHAN | 303905 | ₹29.4 L | L3 | Rejected-Finance Other than Lowest |
| 4 | L4₹43.0 LRejected-Finance | ₹43.0 L | L4 | Rejected-Finance Other than Lowest |
| 5 | Rejected-Technical 37 222 BUNDU KATRA AGRA UP | AGRA | UP | - | - | Rejected-Technical Due to work load more than the eligible limit of E classs |
| Sl No | Description | Qty | Unit | M/S MAMTA CONSTRUCTIONS L4 | VASUNDHARA AND COMPANY L1 | V K CONTRACTOR L2 | K P BUILDERS L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Excavating over areas, n exc 1.5 m deep and getting out in soft/ loose soil complete all as specified. | 437.92 | Cum | 135 ₹59,119.20 | 150 ₹65,688 | 150 ₹65,688 | 80 ₹35,033.60 |
| 2.00 | Excavation in trenches, not exceeding 1.50 meter wide and not exceeding 1.50 meter in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 square meter on plan and not exceeding 1.50 meter in depth and getting out in soft/ loose soil complete all as specified. | 6.8 | Cum | 150 ₹1,020 | 150 ₹1,020 | 200 ₹1,360 | 130 ₹884 |
| 3.00 | Excavation in trenches, not exceeding 1.50 meter wide and exceeding 1.5m depth but not exceeding 3.00 meter in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 square meter on plan and getting out in soft/ loose soil complete all as specified. | 13.6 | Cum | 200 ₹2,720 | 150 ₹2,040 | 180 ₹2,448 | 140 ₹1,904 |
| 4.00 | M & L for hardcore (Broken bricks) of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified. | 31.28 | Cum | 1,800 ₹56,304 | 500 ₹15,640 | 1,200 ₹37,536 | 1,750 ₹54,740 |
| 5.00 | M & L for cement concrete in foundations, filling and mass concrete PCC (1:4:8), Type D2(using 40mm graded stone aggregate) complete all as specified. | 42.16 | Cum | 2,800 ₹1.2 L | 3,000 ₹1.3 L | 3,500 ₹1.5 L | 3,600 ₹1.5 L |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ loose soil complete all as specified. | 224.66 | Cum | 65 ₹14,602.90 | 50 ₹11,233 | 120 ₹26,959.20 | 50 ₹11,233 |
| 7.00 | Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified. | 233.66 | Cum | 86 ₹20,094.76 | 100 ₹23,366 | 150 ₹35,049 | 60 ₹14,019.60 |
| 8.00 | M & L for RCC- M-25 (Design Mix) (using 20mm graded stone aggregate) foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified. | 106.08 | Cum | 11,000 ₹11.7 L | 5,800 ₹6.2 L | 5,800 ₹6.2 L | 5,800 ₹6.2 L |
| 9.00 | M & L formwork to 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 complete all as specified. | 81.6 | Sqm | 400 ₹32,640 | 200 ₹16,320 | 400 ₹32,640 | 285 ₹23,256 |
| 10.00 | M & L for RCC- M-25 (Design Mix) (using 20mm graded stone aggregate) for RCC walls complete all as specified. | 64.6 | Cum | 11,000 ₹7.1 L | 5,800 ₹3.7 L | 5,800 ₹3.7 L | 5,800 ₹3.7 L |
Updated dates
Tender Value
₹28.9 L
EMD Value
₹57,900
Closing Date
11 May 2026, 6:00 pmClosed
GE Bharatpur
GE Bharatpur
PROVN OF RAIN WATER HARVESTING IN P 32 SEWAR FORT AND MT AREA IN PARADE GROUND AT BHARATPUR MIL STN
2026_MES_760124_1
8603/E8
Open Tender
Civil Works
180 days
GE Bharatpur
AS PER NIT
8 documents required · 8 mandatory
₹500
Yes
GE Bharatpur
₹57,900
Yes
5 Jun 2026
13 Apr 2026
13 May 2026
13 Apr 2026
11 May 2026
27 Apr 2026
13 Apr 2026 - 23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
M&L for Excavating over areas, n exc 1.5 m deep and getting out in soft/ loose soil complete all as specified. | - | Cum | - | - | |
Excavation in trenches, not exceeding 1.50 meter wide and not exceeding 1.50 meter in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 square meter on plan and not exceeding 1.50 meter in depth and getting out in soft/ loose soil complete all as specified. | - | Cum | - | - | |
Excavation in trenches, not exceeding 1.50 meter wide and exceeding 1.5m depth but not exceeding 3.00 meter in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 square meter on plan and getting out in soft/ loose soil complete all as specified. | - | Cum | - | - | |
M & L for hardcore (Broken bricks) of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified. | - | Cum | - | - | |
M & L for cement concrete in foundations, filling and mass concrete PCC (1:4:8), Type D2(using 40mm graded stone aggregate) complete all as specified. | - | Cum | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ loose soil complete all as specified. | - | Cum | - | - | |
Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified. | - | Cum | - | - | |
M & L for RCC- M-25 (Design Mix) (using 20mm graded stone aggregate) foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified. | - | Cum | - | - | |
M & L formwork to 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 complete all as specified. | - | Sqm | - | - | |
M & L for RCC- M-25 (Design Mix) (using 20mm graded stone aggregate) for RCC walls complete all as specified. | - | Cum | - | - |
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