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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC R H NO 14 ADITYA PALACE PATOLE MALE B H SUMAN HOSPITAL JAI BHAWANI ROAD NASIK ROAD 422102 | NASIK | NASHIK | MAHARASHTRA | 422102 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹23.9 L+₹2.8 L (13.5%)Rejected-Finance ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹24.9 L+₹3.9 L (18.3%)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 | L3 | Rejected-Finance Not lowest | |
| 4 | L4₹25.1 L+₹4.0 L (19.2%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹25.6 L+₹4.5 L (21.6%)Rejected-Finance | L5 | Rejected-Finance Not lowest |
| Sl No | Description | Qty | Unit | M/S R.K.S. CONSTRUCTION L5 | SVT ENGINEERS AND CONTRACTOR. L1 | Abhiraj Enterprises L3 | Alpha Construction L2 | BHUSHAN BHIMRAO PATIL L4 | MANOVANDANA CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep complete all as specified and as directed. | 200 | Sqm | 30 ₹6,000 | 30 ₹6,000 | 50 ₹10,000 | 20 ₹4,000 | 70 ₹14,000 | 15 ₹3,000 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard soil complete all as specified and as directed. | 45 | Cum | 180 ₹8,100 | 250 ₹11,250 | 200 ₹9,000 | 200 ₹9,000 | 350 ₹15,750 | 175 ₹7,875 Lowest |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but not exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m but not exc 3.0 m in depth and getting out in hard soil complete all as specified and as directed. | 15 | Cum | 220 ₹3,300 | 260 ₹3,900 | 250 ₹3,750 | 180 ₹2,700 Lowest | 400 ₹6,000 | 275 ₹4,125 |
| 4.00 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base of floor complete all as specified and directed. | 10 | Cum | 2,200 ₹22,000 Lowest | 2,500 ₹25,000 | 3,500 ₹35,000 | 3,500 ₹35,000 | 2,500 ₹25,000 | 3,500 ₹35,000 |
| 5.00 | M&L for TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hopping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0,9 mm dia or securing with clips quality confiring to Fe-410 complete all as specified and directed. | 2,239 | Kg | 102 ₹2,28,378 | 85 ₹1,90,315 | 98 ₹2,19,422 | 90 ₹2,01,510 | 82 ₹1,83,598 | 80 ₹1,79,120 Lowest |
| 6.00 | All as per item No. 5 but 5mm dia and over upto and incuding 10mm dia in stirrups tie, spacers and binder complete all as specified and directed. | 1,200 | kg | 102 ₹1,22,400 | 85 ₹1,02,000 | 99 ₹1,18,800 | 95 ₹1,14,000 | 85 ₹1,02,000 | 82 ₹98,400 Lowest |
| 7.00 | M&L for form work to sides of concrete foundations, footings bases of coloumns raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter for rough finished surface of concrete complete all as specified and directed. | 60 | Sqm | 250 ₹15,000 | 200 ₹12,000 Lowest | 350 ₹21,000 | 350 ₹21,000 | 300 ₹18,000 | 250 ₹15,000 |
| 8.00 | M&L for RCC M-25 design mix (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases fo columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 13 | Cum | 8,500 ₹1,10,500 | 7,000 ₹91,000 | 7,450 ₹96,850 | 7,000 ₹91,000 | 7,500 ₹97,500 | 6,900 ₹89,700 Lowest |
| 9.00 | M&L for form work to sides of pillars, posts, struts, piers, columns etc or to batter for rough finished surface of concrete complete all as specified and directed. | 85 | Sqm | 250 ₹21,250 | 200 ₹17,000 Lowest | 360 ₹30,600 | 350 ₹29,750 | 330 ₹28,050 | 275 ₹23,375 |
| 10.00 | M&L for RCC M-25 design mix (using 20mm graded stone agg) as in columns, pillars piers, posts and struts complete all as specified and directed. | 5.8 | Cum | 8,500 ₹49,300 | 7,000 ₹40,600 | 7,550 ₹43,790 | 7,000 ₹40,600 | 8,500 ₹49,300 | 6,900 ₹40,020 Lowest |
Tender Value
₹27.9 L
EMD Value
₹55,800
Closing Date
1 Apr 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_755964_1
GE/NRC/8622/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
₹55,800
Yes
21 May 2026
11 Mar 2026
4 Apr 2026
11 Mar 2026
1 Apr 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep complete all as specified and as directed. | 200 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard soil complete all as specified and as directed. | 45 | Cum | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but not exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m but not exc 3.0 m in depth and getting out in hard soil complete all as specified and as directed. | 15 | Cum | - | - |
| 4 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base of floor complete all as specified and directed. | 10 | Cum | - | - |
| 5 | M&L for TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hopping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0,9 mm dia or securing with clips quality confiring to Fe-410 complete all as specified and directed. | 2,239 | Kg | - | - |
| 6 | All as per item No. 5 but 5mm dia and over upto and incuding 10mm dia in stirrups tie, spacers and binder complete all as specified and directed. | 1,200 | kg | - | - |
| 7 | M&L for form work to sides of concrete foundations, footings bases of coloumns raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter for rough finished surface of concrete complete all as specified and directed. | 60 | Sqm | - | - |
| 8 | M&L for RCC M-25 design mix (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases fo columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 13 | Cum | - | - |
| 9 | M&L for form work to sides of pillars, posts, struts, piers, columns etc or to batter for rough finished surface of concrete complete all as specified and directed. | 85 | Sqm | - | - |
| 10 | M&L for RCC M-25 design mix (using 20mm graded stone agg) as in columns, pillars piers, posts and struts complete all as specified and directed. | 5.8 | Cum | - | - |
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