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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.3 LAccepted-AOC R H NO 14 ADITYA PALACE PATOLE MALE B H SUMAN HOSPITAL JAI BHAWANI ROAD NASIK ROAD 422102 | NASIK | NASHIK | MAHARASHTRA | 422102 | ₹33.3 L Quoted ₹33.5 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹34.7 L+₹1.1 L (3.37%)Rejected-Finance ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | ₹34.7 L+₹1.1 L (3.37%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹34.8 L+₹1.2 L (3.71%)Rejected-Finance FLAT NO 02 RUTUPARNA APARTMENT PLOT NO 36 S NO 324 2A NEAR G D SAWANT COLLEGE PATHARDI NASIK 422 010 | NASHIK | MAHARASHTRA | 422010 | ₹34.8 L+₹1.2 L (3.71%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹39.6 L+₹6.1 L (18.1%)Rejected-Finance | ₹39.6 L+₹6.1 L (18.1%) | L4 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | SVT ENGINEERS AND CONTRACTOR. L1 | Alpha Construction L2 | Abhiraj Enterprises L3 | M/S R.K.S. CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n. exc 15 cm deep, getting out in hard/dense soil. | 5 | Sqm | 50 ₹250 | 15 ₹75 Lowest | 40 ₹200 | 25 ₹125 |
| 2.00 | Site clearance in soft/loose soil all n.exc 15cm deep as per directed by Engr in Charge | 60 | Sqm | 75 ₹4,500 | 20 ₹1,200 Lowest | 50 ₹3,000 | 50 ₹3,000 |
| 3.00 | Excavating in trenches,n exc 1.5 m wide and n exc 1.5m in depth for foundation etc in soft soils | 30.78 | Cum | 250 ₹7,695 | 150 ₹4,617 | 170 ₹5,232.6 | 130 ₹4,001.4 Lowest |
| 4.00 | Excavating in trenches,n exc 1.5 m wide and n exc 1.5m in depth for foundation etc in any type of soils | 24 | Cum | 259 ₹6,216 | 180 ₹4,320 | 190 ₹4,560 | 150 ₹3,600 Lowest |
| 5.00 | Excavation in trenches, n. exc.1.5m wide and n.exc. 1.5m deep for foundation n.exc.10 Sqm on plan and getting out hard/dense soil complete all as specified and as directed. | 3 | Cum | 260 ₹780 | 200 ₹600 Lowest | 250 ₹750 | 200 ₹600 Lowest |
| 6.00 | Returning , filling in, including spreading levelling, watering and well ramming in layers nexc 25 cm | 36.67 | Cum | 75 ₹2,750.25 | 60 ₹2,200.2 Lowest | 60 ₹2,200.2 Lowest | 100 ₹3,667 |
| 7.00 | Removing excavated material n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point | 21.33 | Cum | 75 ₹1,599.75 | 60 ₹1,279.8 Lowest | 60 ₹1,279.8 Lowest | 100 ₹2,133 |
| 8.00 | 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 | 8.6 | Cum | 650 ₹5,590 | 500 ₹4,300 Lowest | 550 ₹4,730 | 850 ₹7,310 |
| 9.00 | M & L for Hardcore of guage n exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to true surface | 14.42 | Cum | 750 ₹10,815 Lowest | 900 ₹12,978 | 1,200 ₹17,304 | 1,000 ₹14,420 |
| 10.00 | M&L for 75 mm thick cement concrete type B-1, 1:4:8 (20 mm graded aggregate) as in sub base | 133 | Sqm | 180 ₹23,940 | 180 ₹23,940 | 150 ₹19,950 Lowest | 170 ₹22,610 |
Tender Value
₹46.0 L
EMD Value
₹91,908
Closing Date
13 Feb 2026, 6:00 pmClosed
Garrison Engineer Nasik Road
Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006
As per Tender Documents
2026_MES_749782_1
GE/NRC/8768/E8
Open Tender
Civil Works
Item Rate
270 days
Garrison Engineer Nasik Road
As per NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer Nasik Road
₹91,908
Yes
26 Mar 2026
23 Jan 2026
16 Feb 2026
23 Jan 2026
13 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n. exc 15 cm deep, getting out in hard/dense soil. | 5 | Sqm | - | - |
| 2 | Site clearance in soft/loose soil all n.exc 15cm deep as per directed by Engr in Charge | 60 | Sqm | - | - |
| 3 | Excavating in trenches,n exc 1.5 m wide and n exc 1.5m in depth for foundation etc in soft soils | 30.78 | Cum | - | - |
| 4 | Excavating in trenches,n exc 1.5 m wide and n exc 1.5m in depth for foundation etc in any type of soils | 24 | Cum | - | - |
| 5 | Excavation in trenches, n. exc.1.5m wide and n.exc. 1.5m deep for foundation n.exc.10 Sqm on plan and getting out hard/dense soil complete all as specified and as directed. | 3 | Cum | - | - |
| 6 | Returning , filling in, including spreading levelling, watering and well ramming in layers nexc 25 cm | 36.67 | Cum | - | - |
| 7 | Removing excavated material n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point | 21.33 | Cum | - | - |
| 8 | 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 | 8.6 | Cum | - | - |
| 9 | M & L for Hardcore of guage n exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to true surface | 14.42 | Cum | - | - |
| 10 | M&L for 75 mm thick cement concrete type B-1, 1:4:8 (20 mm graded aggregate) as in sub base | 133 | Sqm | - | - |
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