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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹4.4 L+₹15,499 (3.69%)Rejected-Finance | L2 | Rejected-Finance Other than Lowest bidder | |
| 3 | L3₹4.5 L+₹34,109 (8.12%)Rejected-Finance | L3 | Rejected-Finance Other than Lowest bidder |
| Sl No | Description | Qty | Unit | M/S ROHIT CONSTRUCTION L1 | UNIVERSAL INFRAPROJECT PVT LTD L2 | Sejal construction company L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 14 | CUM | 160 ₹2,240 Lowest | 250 ₹3,500 | 300 ₹4,200 |
| 2.00 | 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 | 72 | CUM | 100 ₹7,200 | 75 ₹5,400 Lowest | 160 ₹11,520 |
| 3.00 | 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. | 40 | CUM | 110 ₹4,400 | 75 ₹3,000 Lowest | 160 ₹6,400 |
| 4.00 | Excavation over areas not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and directed. | 54 | CUM | 170 ₹9,180 | 150 ₹8,100 Lowest | 260 ₹14,040 |
| 5.00 | 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. | 54 | CUM | 175 ₹9,450 Lowest | 250 ₹13,500 | 300 ₹16,200 |
| 6.00 | M&L for RCC (design mix) M-20 using 20 mm graded stone aggregates 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 | 5,699 ₹17,097 Lowest | 8,000 ₹24,000 | 6,500 ₹19,500 |
| 7.00 | 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 | 2,400 ₹14,400 | 4,000 ₹24,000 |
| 8.00 | M&L brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 41 | CUM | 5,500 ₹2,25,500 | 5,500 ₹2,25,500 | 4,650 ₹1,90,650 Lowest |
| 9.00 | M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for rough finished flat surface of concrete complete all as specified and directed | 16 | SQM | 320 ₹5,120 | 250 ₹4,000 Lowest | 300 ₹4,800 |
| 10.00 | M&L for mild steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 640 | KG | 92 ₹58,880 | 90 ₹57,600 Lowest | 95 ₹60,800 |
Tender Value
₹4.7 L
EMD Value
₹9,400
Closing Date
17 Apr 2026, 6:00 pmClosed
GE (S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
PROVN OF SEPTIC TANK CUM SOAKAGE PIT NEAR BUILDING NO P-04 OF HQ MC GROUP UNDER GE(S) JAIPUR AT MIL STN JAIPUR
2026_MES_757924_1
GE(S)/J-84P/2025-26 8460/E8
Open Tender
Civil Works
Item Rate
180 days
GE (S) Jaipur
Class E and category a(ii)
8 documents required · 8 mandatory
₹300
GE(S) Jaipur
₹9,400
Yes
13 May 2026
26 Mar 2026
24 Apr 2026
26 Mar 2026
17 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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 RCC (design mix) M-20 using 20 mm graded stone aggregates 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 | - | - |
| - | 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 brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. | - | CUM | - | - |
| - | M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for rough finished flat surface of concrete complete all as specified and directed | - | SQM | - | - |
| - | M&L for mild steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | - | KG | - | - |
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