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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-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 | L1 | Accepted-Finance Lowest | |
| 2 | L2₹44.6 L+₹8.5 L (23.7%)Rejected-Finance R H NO 14 ADITYA PALACE PATOLE MALE B H SUMAN HOSPITAL JAI BHAWANI ROAD NASIK ROAD 422102 | NASIK | NASHIK | MAHARASHTRA | 422102 | L2 | Rejected-Finance Not Lowest | |
| 3 | l3₹46.0 L+₹9.9 L (27.4%)Rejected-Finance | l3 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | SVT ENGINEERS AND CONTRACTOR. L2 | Abhiraj Enterprises L1 | Rehoboth Buildcon L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. | 99.3 | Cum | 250 ₹24,825 | 150 ₹14,895 Lowest | 180 ₹17,874 |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed. | 76.5 | Cum | 250 ₹19,125 | 200 ₹15,300 | 180 ₹13,770 Lowest |
| 3.00 | Excavating over areas, exc 1.5 m deep and n exc 3 m getting out in soft / loose soil complete all as specified and as directed. | 84 | Cum | 350 ₹29,400 | 300 ₹25,200 | 90 ₹7,560 Lowest |
| 4.00 | Returning filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25 cm in soft/loose soil complete all as specified and as directed. | 31.5 | Cum | 100 ₹3,150 | 50 ₹1,575 Lowest | 80 ₹2,520 |
| 5.00 | Removing excavated material exc 250 m but n exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed. | 228.3 | Cum | 100 ₹22,830 | 60 ₹13,698 Lowest | 800 ₹1,82,640 |
| 6.00 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and as directed. | 9 | Cum | 2,800 ₹25,200 Lowest | 2,800 ₹25,200 Lowest | 3,500 ₹31,500 |
| 7.00 | M&L for brick work sub fly ash modular bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (CM) 1:6 complete all as specified and as directed. | 35.4 | Cum | 7,000 ₹2,47,800 | 4,300 ₹1,52,220 Lowest | 6,500 ₹2,30,100 |
| 8.00 | M&L for rendering 15mm thick on brick wall or concrete surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed. | 58.5 | Sqm | 250 ₹14,625 Lowest | 250 ₹14,625 Lowest | 300 ₹17,550 |
| 9.00 | M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate in surface drains and channels etc complete all as specified and as directed. | 2.4 | Cum | 3,200 ₹7,680 Lowest | 5,500 ₹13,200 | 4,500 ₹10,800 |
| 10.00 | M&L for rendering 10 mm thick on brick wall or concrete surface in CM 1:6, finished even and smooth without using extra cement complete all as specified and as directed. | 122.4 | Sqm | 220 ₹26,928 Lowest | 220 ₹26,928 Lowest | 500 ₹61,200 |
Tender Value
₹48.2 L
EMD Value
₹96,400
Closing Date
25 May 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_759464_2
GE/NRC/8775/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
₹96,400
Yes
12 Oct 2026
4 May 2026
27 May 2026
4 May 2026
25 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. | 99.3 | Cum | - | - |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed. | 76.5 | Cum | - | - |
| 3 | Excavating over areas, exc 1.5 m deep and n exc 3 m getting out in soft / loose soil complete all as specified and as directed. | 84 | Cum | - | - |
| 4 | Returning filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25 cm in soft/loose soil complete all as specified and as directed. | 31.5 | Cum | - | - |
| 5 | Removing excavated material exc 250 m but n exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed. | 228.3 | Cum | - | - |
| 6 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and as directed. | 9 | Cum | - | - |
| 7 | M&L for brick work sub fly ash modular bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (CM) 1:6 complete all as specified and as directed. | 35.4 | Cum | - | - |
| 8 | M&L for rendering 15mm thick on brick wall or concrete surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed. | 58.5 | Sqm | - | - |
| 9 | M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate in surface drains and channels etc complete all as specified and as directed. | 2.4 | Cum | - | - |
| 10 | M&L for rendering 10 mm thick on brick wall or concrete surface in CM 1:6, finished even and smooth without using extra cement complete all as specified and as directed. | 122.4 | Sqm | - | - |
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