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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC | ₹36.4 L Quoted ₹36.8 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹46.1 L+₹9.3 L (25.3%)Rejected-Finance ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | ₹46.1 L+₹9.3 L (25.3%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹46.5 L+₹9.7 L (26.3%)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 | ₹46.5 L+₹9.7 L (26.3%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹53.2 L+₹16.4 L (44.5%)Rejected-Finance | ₹53.2 L+₹16.4 L (44.5%) | L4 | Rejected-Finance Not Lowest |
| 5 | Rejected-Technical R H NO 14 ADITYA PALACE PATOLE MALE B H SUMAN HOSPITAL JAI BHAWANI ROAD NASIK ROAD 422102 | NASIK | NASHIK | MAHARASHTRA | 422102 | - | - | Rejected-Technical Not recommended for opening of financial bid since not enlisted in category a (ii) |
| Sl No | Description | Qty | Unit | Alpha Construction L2 | M/S MK Nair L1 | Abhiraj Enterprises L3 | Kaushalya Buildcon L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exe 1.5 m in depth for foundation, shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and getting out in hard /dense soil. | 1,107 | CUM | 120 ₹1,32,840 | 100 ₹1,10,700 Lowest | 150 ₹1,66,050 | 170 ₹1,88,190 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and depth exc 1.5 m but n. exc 3.0 m for foundation, shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sq m on plan and getting out in hard /dense soil.
Note for item No 1 & 2:
i) Excavation to be carried out manually and very carefully without any damage to the existing underground cables/GI pipe line/OFC cable any other existing assests. Before starting the work on ground obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor.
ii) Any damage to the existing assets shall be made good by the contractor without any extra cost to the department within 24 hours of occurng of incident. Delay beyond 24 hours Rs 1000 per day (till restoration of services) shall be recovered from the contractors bills.
iii) Excavation in bituminous road and making good same with PCC 1:2:4 to the satisfaction of ground executives shall be included in rate quoted and nothing extra shall be paid. | 20 | CUM | 150 ₹3,000 Lowest | 150 ₹3,000 Lowest | 200 ₹4,000 | 200 ₹4,000 |
| 3.00 | Excavation over area not exc 1.5 m deep and getting out hard/dence soil comple all as specified. | 9 | CUM | 120 ₹1,080 Lowest | 150 ₹1,350 | 300 ₹2,700 | 250 ₹2,250 |
| 4.00 | Returning, filling in, includings spreading, levelling, watering and well ramming in layers (hard/dense soil) not exc 25 cm each layer complete all as specified and direted. | 677 | CUM | 60 ₹40,620 | 20 ₹13,540 Lowest | 50 ₹33,850 | 80 ₹54,160 |
| 5.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 450 | CUM | 40 ₹18,000 | 20 ₹9,000 Lowest | 40 ₹18,000 | 100 ₹45,000 |
| 6.00 | Removing excavated material exc. 250m but n.exc 500 m and depositing where directed at a level n exc. 1.5 m above the starting point | 30 | CUM | 75 ₹2,250 | 20 ₹600 Lowest | 60 ₹1,800 | 100 ₹3,000 |
| 7.00 | Demolition and breaking up drain pipes (RCC or salt glazed ware, AC or RCC) set in cement mortar up to 300 mm dia and above all as specified and directed including demolition of PCC bed and haunching and removing debris out of MoD land. | 1,700 | RM | 10 ₹17,000 | 2 ₹3,400 Lowest | 20 ₹34,000 | 30 ₹51,000 |
| 8.00 | M&L for Reinforced Cement Concrete Pipe of 150 mm dia class NP-2 laid and joined and tested complete with collars etc. | 200 | RM | 450 ₹90,000 | 446 ₹89,200 | 430 ₹86,000 | 400 ₹80,000 Lowest |
| 9.00 | M&L for 200 mm dia Reinforced Cement Concrete Pipe, class NP-2 laid and joined and tested complete with collars etc. | 600 | RM | 550 ₹3,30,000 | 554 ₹3,32,400 | 540 ₹3,24,000 Lowest | 700 ₹4,20,000 |
| 10.00 | M&L for 300 mm dia Reinforced Cement Concrete Pipe, class NP-2 laid and joined and tested complete with collars etc. | 900 | RM | 850 ₹7,65,000 | 734 ₹6,60,600 Lowest | 780 ₹7,02,000 | 1,000 ₹9,00,000 |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
6 Jun 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_765893_1
GE/NRC/8782/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer Nasik Road
As per NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer Nasik Road
₹1 L
Yes
19 Sept 2026
16 May 2026
8 Jun 2026
16 May 2026
6 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exe 1.5 m in depth for foundation, shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and getting out in hard /dense soil. | 1,107 | CUM | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and depth exc 1.5 m but n. exc 3.0 m for foundation, shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sq m on plan and getting out in hard /dense soil.
Note for item No 1 & 2:
i) Excavation to be carried out manually and very carefully without any damage to the existing underground cables/GI pipe line/OFC cable any other existing assests. Before starting the work on ground obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor.
ii) Any damage to the existing assets shall be made good by the contractor without any extra cost to the department within 24 hours of occurng of incident. Delay beyond 24 hours Rs 1000 per day (till restoration of services) shall be recovered from the contractors bills.
iii) Excavation in bituminous road and making good same with PCC 1:2:4 to the satisfaction of ground executives shall be included in rate quoted and nothing extra shall be paid. | 20 | CUM | - | - |
| 3 | Excavation over area not exc 1.5 m deep and getting out hard/dence soil comple all as specified. | 9 | CUM | - | - |
| 4 | Returning, filling in, includings spreading, levelling, watering and well ramming in layers (hard/dense soil) not exc 25 cm each layer complete all as specified and direted. | 677 | CUM | - | - |
| 5 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 450 | CUM | - | - |
| 6 | Removing excavated material exc. 250m but n.exc 500 m and depositing where directed at a level n exc. 1.5 m above the starting point | 30 | CUM | - | - |
| 7 | Demolition and breaking up drain pipes (RCC or salt glazed ware, AC or RCC) set in cement mortar up to 300 mm dia and above all as specified and directed including demolition of PCC bed and haunching and removing debris out of MoD land. | 1,700 | RM | - | - |
| 8 | M&L for Reinforced Cement Concrete Pipe of 150 mm dia class NP-2 laid and joined and tested complete with collars etc. | 200 | RM | - | - |
| 9 | M&L for 200 mm dia Reinforced Cement Concrete Pipe, class NP-2 laid and joined and tested complete with collars etc. | 600 | RM | - | - |
| 10 | M&L for 300 mm dia Reinforced Cement Concrete Pipe, class NP-2 laid and joined and tested complete with collars etc. | 900 | RM | - | - |
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