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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.1 LAccepted-AOC ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | ₹34.1 L Quoted ₹34.7 L | L1 | Accepted-AOC SINCE L1 |
| 2 | L2₹36.8 L+₹2.2 L (6.26%)Rejected-Finance | ₹36.8 L+₹2.2 L (6.26%) | L2 | Rejected-Finance SINCE NOT L1 |
| 3 | L3₹37.5 L+₹2.8 L (8.13%)Rejected-Finance | ₹37.5 L+₹2.8 L (8.13%) | L3 | Rejected-Finance SINCE NOT L1 |
| 4 | L4₹40.7 L+₹6.0 L (17.3%)Rejected-Finance | ₹40.7 L+₹6.0 L (17.3%) | L4 | Rejected-Finance SINCE NOT L1 |
| 5 | L5₹43.0 L+₹8.3 L (24.0%)Rejected-Finance | ₹43.0 L+₹8.3 L (24.0%) | L5 | Rejected-Finance SINCE NOT L1 |
| Sl No | Description | Qty | Unit | Alpha Construction L1 | PARADISE MILESTONE L3 | JEET CONSTRUCTIONS CO. L2 | Rehoboth Buildcon L4 | GILL BROTHERS CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc(not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft & loose soil complete all as specified and directed | 22 | Sqm | 20 ₹440 Lowest | 40 ₹880 | 35 ₹770 | 120 ₹2,640 | 90 ₹1,980 |
| 2.00 | Excavating in trenches, n.exc 1.5m wide and n.exc. 1.5m in depth for foundation, etc. or for shaft, wells and cesspits in Hard / dense soil all as directed. | 6 | Cum | 150 ₹900 Lowest | 200 ₹1,200 | 230 ₹1,380 | 150 ₹900 Lowest | 180 ₹1,080 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed. | 0.6 | Cum | 60 ₹36 Lowest | 100 ₹60 | 100 ₹60 | 100 ₹60 | 70 ₹42 |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as directed. | 8.7 | Cum | 60 ₹522 Lowest | 95 ₹826.5 | 140 ₹1,218 | 500 ₹4,350 | 70 ₹609 |
| 5.00 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface. | 3 | Cum | 1,000 ₹3,000 | 1,200 ₹3,600 | 900 ₹2,700 Lowest | 1,200 ₹3,600 | 1,800 ₹5,400 |
| 6.00 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as directed. | 3 | Cum | 500 ₹1,500 Lowest | 600 ₹1,800 | 650 ₹1,950 | 1,000 ₹3,000 | 500 ₹1,500 Lowest |
| 7.00 | M&L for Anti-termite treatment the top surface of filled earth at the rate of 5 lit of emultion per sqm of surface area. | 22 | Sqm | 100 ₹2,200 Lowest | 875 ₹19,250 | 150 ₹3,300 | 300 ₹6,600 | 100 ₹2,200 Lowest |
| 8.00 | M&L for Anti-termite treatment the soil under plinth protection at the at the rate of 5 lit of emultion per sqm of surface area. | 20 | Sqm | 150 ₹3,000 | 900 ₹18,000 | 130 ₹2,600 | 500 ₹10,000 | 100 ₹2,000 Lowest |
| 9.00 | M & L for providing reinforced cement concrete M-25 (1:1.5;3), using 20 mm graded stone aggregate as in foundation including rafts, footing, foundation beams, plinth beams, base of columns and the like complete all as specified and directed. | 3 | Cum | 7,500 ₹22,500 | 6,500 ₹19,500 Lowest | 7,000 ₹21,000 | 7,000 ₹21,000 | 7,000 ₹21,000 |
| 10.00 | M & L for providing reinforced cement concrete M-25 (1:1.5:3), using 20 mm graded stone aggregate, as in columns, pillars, piers, posts, struts and the like complete all as specified and directed. | 2.5 | Cum | 7,500 ₹18,750 | 6,900 ₹17,250 Lowest | 7,500 ₹18,750 | 7,000 ₹17,500 | 7,000 ₹17,500 |
Tender Value
₹47.3 L
EMD Value
₹96,000
Closing Date
2 Jul 2026, 6:00 pmClosed
GE DEOLALI
MILITARY ENGINEER SERVICES, ON SLOW ROAD, DEOLALI CAMP, NASHIK MAHARASHTRA PIN 422401
SPL REPAIRS TO BLDG NO NP19 OF EQPT BTY TECH SP REGT SCHOOL OF ARTY AND CERTAIN LBW WORKS UNDER THE AOR OF GE DEOLALI
2026_MES_771323_1
8173/E8
Open Tender
Civil Works
Item Rate
180 days
GE DEOLALI
AS PER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹500
GE DEOLALI
₹96,000
Yes
7 Sept 2026
11 Jun 2026
4 Jul 2026
11 Jun 2026
2 Jul 2026
25 Jun 2026
11 Jun 2026 - 18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc(not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft & loose soil complete all as specified and directed | 22 | Sqm | - | - |
| 2 | Excavating in trenches, n.exc 1.5m wide and n.exc. 1.5m in depth for foundation, etc. or for shaft, wells and cesspits in Hard / dense soil all as directed. | 6 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed. | 0.6 | Cum | - | - |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as directed. | 8.7 | Cum | - | - |
| 5 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface. | 3 | Cum | - | - |
| 6 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as directed. | 3 | Cum | - | - |
| 7 | M&L for Anti-termite treatment the top surface of filled earth at the rate of 5 lit of emultion per sqm of surface area. | 22 | Sqm | - | - |
| 8 | M&L for Anti-termite treatment the soil under plinth protection at the at the rate of 5 lit of emultion per sqm of surface area. | 20 | Sqm | - | - |
| 9 | M & L for providing reinforced cement concrete M-25 (1:1.5;3), using 20 mm graded stone aggregate as in foundation including rafts, footing, foundation beams, plinth beams, base of columns and the like complete all as specified and directed. | 3 | Cum | - | - |
| 10 | M & L for providing reinforced cement concrete M-25 (1:1.5:3), using 20 mm graded stone aggregate, as in columns, pillars, piers, posts, struts and the like complete all as specified and directed. | 2.5 | Cum | - | - |
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