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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.1 LAccepted-AOC | ₹28.1 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹30.3 LRejected-Finance | ₹30.3 L | L2 | Rejected-Finance Other than Lowest Bidder |
| 3 | L3₹31.3 LRejected-Finance | ₹31.3 L | L3 | Rejected-Finance Other than Lowest Bidder |
| 4 | L4₹33.3 LRejected-Finance | ₹33.3 L | L4 | Rejected-Finance Other than Lowest Bidder |
| 5 | L5₹34.0 LRejected-Finance | ₹34.0 L | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L3 | M/S Anil Enterprises L5 | VIBGYOR ENGINEERING & SERVICES PRIVATE LIMITED L2 | PUSHPA G ENTERPRISES L4 | Khatana enterprises L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L broken stone broken or boulders of gauge 40 to 60 mm for loose filling in rainwater harvesting wells / pit complete all as specified and directed. | 6 | CUM | 1,200 ₹7,200 | 1,900 ₹11,400 | 1,200 ₹7,200 | 1,448.5 ₹8,691 | 1,000 ₹6,000 |
| 2.00 | M&L gravel of gauge 03 to 10 mm for loose filling in rainwater harvesting wells / pit complete all as specified and directed. | 29 | CUM | 1,400 ₹40,600 | 1,950 ₹56,550 | 1,100 ₹31,900 | 1,500 ₹43,500 | 2,500 ₹72,500 |
| 3.00 | M&L for natural river sand (confirming to grading zone I or II) for rain water harvesting well / pit complete all as specified and directed. | 6 | CUM | 1,100 ₹6,600 | 2,400 ₹14,400 | 1,300 ₹7,800 | 2,800 ₹16,800 | 2,000 ₹12,000 |
| 4.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed. | 161 | CUM | 150 ₹24,150 | 125 ₹20,125 | 280 ₹45,080 | 165 ₹26,565 | 150 ₹24,150 |
| 5.00 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | 107 | CUM | 75 ₹8,025 | 45 ₹4,815 | 220 ₹23,540 | 50 ₹5,350 | 50 ₹5,350 |
| 6.00 | Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. | 361 | CUM | 75 ₹27,075 | 55 ₹19,855 | 180 ₹64,980 | 75 ₹27,075 | 100 ₹36,100 |
| 7.00 | Excavation over areas not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and directed. | 177 | CUM | 150 ₹26,550 | 125 ₹22,125 | 250 ₹44,250 | 155 ₹27,435 | 100 ₹17,700 |
| 8.00 | Excavation over areas exceeding 1.5m but not exceeding 3 m deep and getting out in soft/loose soil complete all as specified and directed. | 130 | CUM | 250 ₹32,500 | 300 ₹39,000 | 320 ₹41,600 | 190 ₹24,700 | 200 ₹26,000 |
| 9.00 | M&L for cement concrete (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drains and similar work complete all as specified and directed. | 7 | CUM | 6,000 ₹42,000 | 2,900 ₹20,300 | 6,500 ₹45,500 | 4,600 ₹32,200 | 4,200 ₹29,400 |
| 10.00 | M&L for RCC (design mix) M-30 using 20 mm graded stone aggregates as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed . Note - Reinforcement and form work shall be measured and paid separately. | 40 | CUM | 7,500 ₹3 L | 8,050 ₹3.2 L | 8,200 ₹3.3 L | 7,500 ₹3 L | 5,500 ₹2.2 L |
Updated dates
Tender Value
₹34.4 L
EMD Value
₹68,800
Closing Date
30 Apr 2026, 6:00 pmClosed
GE (S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
PROVN OF TWO RAIN WATER HARVESTING PITS IN INF BDE AREA (ZONE-III) UNDER GE(S) JAIPUR AT MIL STN JAIPUR
2026_MES_758741_1
GE(S)/J-88P/2025-26 8459/E8
Open Tender
Civil Works
180 days
GE (S) Jaipur
Class D and Category a(i)
8 documents required · 8 mandatory
₹500
GE(S) Jaipur
₹68,800
13 Jun 2026
31 Mar 2026
7 May 2026
31 Mar 2026
30 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
M&L broken stone broken or boulders of gauge 40 to 60 mm for loose filling in rainwater harvesting wells / pit complete all as specified and directed. | - | CUM | - | - | |
M&L gravel of gauge 03 to 10 mm for loose filling in rainwater harvesting wells / pit complete all as specified and directed. | - | CUM | - | - | |
M&L for natural river sand (confirming to grading zone I or II) for rain water harvesting well / pit complete all as specified and directed. | - | CUM | - | - | |
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed. | - | CUM | - | - | |
Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | - | CUM | - | - | |
Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. | - | CUM | - | - | |
Excavation over areas not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and directed. | - | CUM | - | - | |
Excavation over areas exceeding 1.5m but not exceeding 3 m deep and getting out in soft/loose soil complete all as specified and directed. | - | CUM | - | - | |
M&L for cement concrete (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drains and similar work complete all as specified and directed. | - | CUM | - | - | |
M&L for RCC (design mix) M-30 using 20 mm graded stone aggregates as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed . Note - Reinforcement and form work shall be measured and paid separately. | - | CUM | - | - |
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