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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAdmitted-Finance | ₹14.2 L | L1 | Admitted-Finance |
| 2 | L2₹14.4 L+₹16,907 (1.19%)Admitted-Finance | ₹14.4 L+₹16,907 (1.19%) | L2 | Admitted-Finance |
| 3 | L3₹14.4 L+₹18,242 (1.28%)Admitted-Finance | ₹14.4 L+₹18,242 (1.28%) | L3 | Admitted-Finance |
| 4 | L4₹15.0 L+₹75,083 (5.28%)Admitted-Finance | ₹15.0 L+₹75,083 (5.28%) | L4 | Admitted-Finance |
| 5 | L5₹15.6 L+₹1.3 L (9.45%)Admitted-Finance | ₹15.6 L+₹1.3 L (9.45%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ROHIT CONSTRUCTION L3 | MSR INFRATECH L4 | S.R.Enterprises L5 | Sh. Manoj Nagar L2 | PUSHPA G ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|
| 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. | 150 | SQM | 25 ₹3,750 | 30 ₹4,500 | 25 ₹3,750 | 100 ₹15,000 | 15 ₹2,250 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 complete all as specified and directed. | 59 | CUM | 200 ₹11,800 | 180 ₹10,620 | 100 ₹5,900 Lowest | 300 ₹17,700 | 150 ₹8,850 |
| 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 | 29 | CUM | 135 ₹3,915 | 60 ₹1,740 | 45 ₹1,305 | 250 ₹7,250 | 40 ₹1,160 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. | 31 | CUM | 145 ₹4,495 | 60 ₹1,860 | 45 ₹1,395 Lowest | 250 ₹7,750 | 45 ₹1,395 Lowest |
| 5.00 | M&L for sand filling under floor or in foundations including watering and consolidation in layers n.exc. 25cm thick complete all as specified and directed.
Note:- Punned thickness of sand shall be measured and paid. | 30 | CUM | 600 ₹18,000 | 500 ₹15,000 | 70 ₹2,100 Lowest | 950 ₹28,500 | 450 ₹13,500 |
| 6.00 | M&L for tibba sand filling under floor or in foundations including gently punned as in cushioning to cable complete all as specified and directed.
Note:- Punned thickness of sand shall be measured and paid. | 10 | CUM | 500 ₹5,000 | 80 ₹800 Lowest | 350 ₹3,500 | 900 ₹9,000 | 450 ₹4,500 |
| 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. | 6 | CUM | 1,200 ₹7,200 | 1,250 ₹7,500 | 3,500 ₹21,000 | 850 ₹5,100 Lowest | 1,950 ₹11,700 |
| 8.00 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured ) complete all as specified and directed. | 30 | SQM | 60 ₹1,800 Lowest | 180 ₹5,400 | 900 ₹27,000 | 150 ₹4,500 | 250 ₹7,500 |
| 9.00 | M&L for treating the top surface of filled earth at the rate of 5 Litre of emulsion per sqm of surfaces | 60 | SQM | 60 ₹3,600 Lowest | 180 ₹10,800 | 500 ₹30,000 | 200 ₹12,000 | 275 ₹16,500 |
| 10.00 | M&L for treating the soil along with external perimeter of building at the rate of 2.25 litres of emulsion per metre of perimeter wall complete all as specified and directed. | 35 | RM | 20 ₹700 Lowest | 150 ₹5,250 | 300 ₹10,500 | 150 ₹5,250 | 110 ₹3,850 |
Tender Value
₹15.9 L
EMD Value
₹31,800
Closing Date
5 Sept 2026, 6:00 pmClosed
GE(S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
PROVN OF 03 X STORE ROOM FOR QTR MASTER OF FD WKSP COY EME IN ZONE-III AREA UNDER GE (S) JAIPUR AT MIL STN JAIPUR
2026_MES_783447_1
GE(S)/J-110/2026-27 8489/E
Open Tender
Civil Works
Item Rate
180 days
GE(S) Jaipur
Class E and Category a (i)
8 documents required · 8 mandatory
₹500
Yes
GE(S) Jaipur
₹31,800
Yes
18 Sept 2026
8 Aug 2026
12 Sept 2026
8 Aug 2026
5 Sept 2026
22 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 150 | SQM | - | - |
| 2 | 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 complete all as specified and directed. | 59 | CUM | - | - |
| 3 | 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 | 29 | CUM | - | - |
| 4 | 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. | 31 | CUM | - | - |
| 5 | M&L for sand filling under floor or in foundations including watering and consolidation in layers n.exc. 25cm thick complete all as specified and directed.
Note:- Punned thickness of sand shall be measured and paid. | 30 | CUM | - | - |
| 6 | M&L for tibba sand filling under floor or in foundations including gently punned as in cushioning to cable complete all as specified and directed.
Note:- Punned thickness of sand shall be measured and paid. | 10 | CUM | - | - |
| 7 | 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. | 6 | CUM | - | - |
| 8 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured ) complete all as specified and directed. | 30 | SQM | - | - |
| 9 | M&L for treating the top surface of filled earth at the rate of 5 Litre of emulsion per sqm of surfaces | 60 | SQM | - | - |
| 10 | M&L for treating the soil along with external perimeter of building at the rate of 2.25 litres of emulsion per metre of perimeter wall complete all as specified and directed. | 35 | RM | - | - |
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