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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAdmitted-Finance R H NO 14 ADITYA PALACE PATOLE MALE B H SUMAN HOSPITAL JAI BHAWANI ROAD NASIK ROAD 422102 | NASIK | NASHIK | MAHARASHTRA | 422102 | L1 | Admitted-Finance | |
| 2 | L2₹28.5 L+₹62,494 (2.24%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹29.7 L+₹1.8 L (6.41%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹31.1 L+₹3.3 L (11.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹31.4 L+₹3.5 L (12.5%)Admitted-Finance ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SVT ENGINEERS AND CONTRACTOR. L1 | M/S MK Nair L2 | Alpha Construction L5 | UNITED ENTERPRISES L3 | M/S R.K.S. CONSTRUCTION L6 | 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. | 675 | CUM | 250 ₹1,68,750 | 100 ₹67,500 Lowest | 140 ₹94,500 | 120 ₹81,000 | 140 ₹94,500 | 160 ₹1,08,000 |
| 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 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 match with existing surface shall be included in rate quoted and nothing extra shall be paid. | 49 | CUM | 300 ₹14,700 | 200 ₹9,800 | 180 ₹8,820 Lowest | 180 ₹8,820 Lowest | 200 ₹9,800 | 200 ₹9,800 |
| 3.00 | 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. | 650 | CUM | 50 ₹32,500 Lowest | 50 ₹32,500 Lowest | 50 ₹32,500 Lowest | 80 ₹52,000 | 50 ₹32,500 Lowest | 60 ₹39,000 |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 75 | CUM | 50 ₹3,750 Lowest | 70 ₹5,250 | 50 ₹3,750 Lowest | 120 ₹9,000 | 50 ₹3,750 Lowest | 80 ₹6,000 |
| 5.00 | Demolition and breaking up 150 mm dia drain pipe (salt glazed, AC, reinforced concrete) set in cement mortar all as specified and directed including demolition of PCC bed and haunching and removing debris out of MoD land. | 900 | RM | 10 ₹9,000 | 2 ₹1,800 | 12 ₹10,800 | 10 ₹9,000 | 1 ₹900 Lowest | 20 ₹18,000 |
| 6.00 | Demolition and breaking up 200 mm dia drain pipe (salt glazed, AC, reinforced concrete) set in cement mortar all as specified and directed including demolition of PCC bed and haunching and removing debris out of MoD land. | 400 | RM | 15 ₹6,000 | 4 ₹1,600 | 15 ₹6,000 | 12 ₹4,800 | 1 ₹400 Lowest | 30 ₹12,000 |
| 7.00 | Demolition and breaking up 300 mm dia drain pipe (salt glazed, AC, reinforced concrete) set in cement mortar all as specified and directed including demolition of PCC bed and haunching and removing debris out of MoD land. | 150 | RM | 20 ₹3,000 | 5 ₹750 | 18 ₹2,700 | 15 ₹2,250 | 1 ₹150 Lowest | 30 ₹4,500 |
| 8.00 | M&L for RCC drain pipe 150 mm dia class NP-2 laid and joined with collars and testing on completion complete all as specified and directed. | 900 | RM | 500 ₹4,50,000 | 500 ₹4,50,000 | 450 ₹4,05,000 Lowest | 490 ₹4,41,000 | 620 ₹5,58,000 | 450 ₹4,05,000 Lowest |
| 9.00 | M&L for RCC drain pipe 200 mm dia class NP-2 laid and joined with collars and testing on completion complete all as specified and directed. | 400 | RM | 600 ₹2,40,000 Lowest | 700 ₹2,80,000 | 680 ₹2,72,000 | 720 ₹2,88,000 | 870 ₹3,48,000 | 600 ₹2,40,000 Lowest |
| 10.00 | M&L for RCC drain pipe 300 mm dia class NP-2 laid and joined with collars and testing on completion complete all as specified and directed. | 150 | RM | 900 ₹1,35,000 | 1,100 ₹1,65,000 | 1,000 ₹1,50,000 | 1,120 ₹1,68,000 | 1,270 ₹1,90,500 | 850 ₹1,27,500 Lowest |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
22 Jul 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_774456_1
GE/NRC/8788/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
28 Jul 2026
24 Jun 2026
24 Jul 2026
24 Jun 2026
22 Jul 2026
8 Jul 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, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard /dense soil.
Note:1.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.Obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor as per direction of engr-in-charge.
2.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.For delay beyond 24 hours Rs 200 per day shall be recovered from the contractors RAR/Final bill as decided by GE.
3.Excavating in bituminous road and making good same in PCC 1:2:4 to the entire satisfaction of ground executive wherever required shall be included in quoted rate.Nothing extra shall be paid. | 675 | Cum | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and depth exc 1.5 m but n. exc 3.0 m in ; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sq m on plan and exc 1.5 m but n.exc 3.0 m in depth and getting out in hard /dense soil.
Note:1.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.Obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor as per direction of engr-in-charge.
2.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.For delay beyond 24 hours Rs 200 per day shall be recovered from the contractors RAR/Final bill as decided by GE.
3.Excavating in bituminous road and making good same in PCC 1:2:4 to the entire satisfaction of ground executive wherever required shall be included in quoted rate.Nothing extra shall be paid. | 49 | Cum | - | - |
| 3 | 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. | 650 | Cum | - | - |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 75 | Cum | - | - |
| 5 | Demolition and breaking up drain pipe(salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed internal dia of pipe-150mm over and including demolition of pcc bed and haunching and removing debris out of MoD land. | 900 | RM | - | - |
| 6 | Demolition and breaking up drain pipe(salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed internal dia of pipe-200mm over and including demolition of pcc bed and haunching and removing debris out of MoD land. | 400 | RM | - | - |
| 7 | Demolition and breaking up drain pipe(salt glazed ware,AC or reinforced concrete) set in cement mortar all as specified and directed internal dia of pipe-300mm over and including demolition of pcc bed and haunching and removing debris out of MoD land. | 150 | 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. | 900 | RM | - | - |
| 9 | M&L for Reinforced Cement Concrete Pipe of 200 mm dia class NP-2 laid and joined and tested complete with collars etc. | 400 | RM | - | - |
| 10 | M&L for Reinforced Cement Concrete Pipe of 300 mm dia class NP-2 laid and joined and tested complete with collars etc. | 150 | RM | - | - |
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