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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹24.1 L+₹56,897.50 (2.41%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹25.7 L+₹2.1 L (8.91%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M/S ROHIT CONSTRUCTION L3 | V S CONSTRUCTION L1 | PUSHPA G ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. | 40 | SQM | 30 ₹1,200 | 150 ₹6,000 | 20 ₹800 Lowest |
| 2.00 | 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. | 20 | CUM | 150 ₹3,000 Lowest | 160 ₹3,200 | 200 ₹4,000 |
| 3.00 | 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 | 8 | CUM | 100 ₹800 | 80 ₹640 | 45 ₹360 Lowest |
| 4.00 | 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. | 2.5 | CUM | 105 ₹262.5 | 90 ₹225 Lowest | 175 ₹437.5 |
| 5.00 | M&L for earth filling including spreading and levelling in layer not exceeding 25 cm thick including watering and well ramming complete all as specified and directed. | 31 | CUM | 450 ₹13,950 Lowest | 999 ₹30,969 | 600 ₹18,600 |
| 6.00 | Removal of excavated materials (soil) exceeding 250 m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. | 3 | CUM | 110 ₹330 Lowest | 500 ₹1,500 | 165 ₹495 |
| 7.00 | M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 11 | CUM | 1,000 ₹11,000 | 999 ₹10,989 Lowest | 1,250 ₹13,750 |
| 8.00 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 6 | CUM | 2,300 ₹13,800 Lowest | 3,500 ₹21,000 | 3,100 ₹18,600 |
| 9.00 | M&L for providing precast cement concrete louvres and jallies 25 mm thick (measured solid) including all mouldings but excluding frame in cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregates and set in cement mortar 1:4 complete all as specified and directed. | 10 | SQM | 550 ₹5,500 Lowest | 550 ₹5,500 Lowest | 755 ₹7,550 |
| 10.00 | M&L for RCC (nominal mix) 1:1.5:3 type A-1 using 20 mm graded stone aggregate as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed.
Note - Reinforcement and form work shall be measured and paid separately. | 3 | CUM | 5,000 ₹15,000 Lowest | 5,500 ₹16,500 | 8,900 ₹26,700 |
Tender Value
₹24.8 L
EMD Value
₹49,600
Closing Date
15 Apr 2026, 6:00 pmClosed
GE (S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
ADDN/ALTN OF BATHROOM IN ANGIRA TRANSIT ACCN NEAR SUB AREA OFFRS MESS, CERTAIN ADDN/ALTN IN GULMOHAR AT HALDIGHATI LINES IN ZONE-III AND PROVN OF COVERED SHED AND ENCLOSURE OF UTILITY AREA IN P-05 AT HALDIGHATI LINE UNDER GE(S) AT JAIPUR MIL STN JAIP
2026_MES_757429_1
GE(S)/J-83P/2025-26 8463/E8
Open Tender
Civil Works
Item Rate
180 days
GE (S) Jaipur
Class E and Category a(i)
8 documents required · 8 mandatory
₹500
GE(S) Jaipur
₹49,600
Yes
29 May 2026
24 Mar 2026
22 Apr 2026
24 Mar 2026
15 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. | - | SQM | - | - |
| - | 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 | - | - |
| - | M&L for earth filling including spreading and levelling in layer not exceeding 25 cm thick including watering and well ramming complete all as specified and directed. | - | CUM | - | - |
| - | Removal of excavated materials (soil) exceeding 250 m but not exceeding 500 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 | - | - |
| - | M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | - | CUM | - | - |
| - | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | - | CUM | - | - |
| - | M&L for providing precast cement concrete louvres and jallies 25 mm thick (measured solid) including all mouldings but excluding frame in cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregates and set in cement mortar 1:4 complete all as specified and directed. | - | SQM | - | - |
| - | M&L for RCC (nominal mix) 1:1.5:3 type A-1 using 20 mm graded stone aggregate as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed.
Note - Reinforcement and form work shall be measured and paid separately. | - | CUM | - | - |
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