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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.1 LAdmitted-Finance SHOP NO 10 BMC SHOPPING CENTRE MITHA NAGAR GOREGAON W MUMBAI 400 104 | MUMBAI SUBURBAN | MAHARASHTRA | 400104 | ₹52.1 L | L1 | Admitted-Finance |
| 2 | L2₹52.4 LAdmitted-Finance | ₹52.4 L | L2 | Admitted-Finance |
| 3 | L3₹52.8 LAdmitted-Finance SHOP NO 106 1ST FLOOR ASHOKA SHOPPING CENTRE LT ROAD MUMBAI 400001 | MUMBAI | MUMBAI | MAHARASHTRA | 400001 | ₹52.8 L | L3 | Admitted-Finance |
| 4 | L4₹53.0 LAdmitted-Finance 1101 A WING SACHDEV COMPLEX JANGAL MANGAL RAOD BHANDUP W MUMBAI 400078 | MUMBAI SUBURBAN | MAHARASHTRA | 400078 | ₹53.0 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical SWAGAT CO OP HSG SOCIETY LTD 22 303 CHATRAPATI SHIVAJI RAJE COMPLEX MHADA COMPLEX OPP EKTA NAGAR KANDIVALI W MUMBAI 400 067 | MUMBAI SUBURBAN | MAHARASHTRA | 400067 | - | - | Rejected-Technical Not recommended for opening due to scanned DD not uploaded and not fulfilled the NIT criteria of class C category a(i) |
| Sl No | Description | Qty | Unit | pk Enterprises L3 | sapana enterprises L4 | Shree Ayyappa Engineering L1 | industrial suppliers L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Sch A Part I (B/R Portion)
M & L Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out In Hard/dense soil.completed all as specified | 130 | Sqm | 152 ₹19,760 | 156 ₹20,280 | 59 ₹7,670 | 152 ₹19,760 |
| 2.00 | Excavating in trenches, by mechanical means(hydraulic excavator) n exc 1.5 m wide and n exc 1.5 m in depth; for footing, Plinth Beam & Dwarf Wall, etc. n exc 10 sq m on plan and getting out in Hard/dense soil. | 45 | Cum | 682 ₹30,690 | 686 ₹30,870 | 257 ₹11,565 | 682 ₹30,690 |
| 3.00 | M & L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface | 80 | Sqm | 142 ₹11,360 | 546 ₹43,680 | 198 ₹15,840 | 114 ₹9,120 |
| 4.00 | M & L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) | 12 | Sqm | 325 ₹3,900 | 176 ₹2,112 | 198 ₹2,376 | 144 ₹1,728 |
| 5.00 | M & L Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall | 35 | Rm | 122 ₹4,270 | 126 ₹4,410 | 198 ₹6,930 | 54 ₹1,890 |
| 6.00 | M & L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area | 35 | Sqm | 197 ₹6,895 | 215 ₹7,525 | 198 ₹6,930 | 124 ₹4,340 |
| 7.00 | M&L for hardcore of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface of a broken stone or boulders complete all as specified and directed. | 80 | Cum | 2,077 ₹1.7 L | 2,036 ₹1.6 L | 2,175 ₹1.7 L | 2,004 ₹1.6 L |
| 8.00 | M & L Cement concrete in foundations, filling and mass concrete 1:4:8 using 40 mm graded aggregate (For Foundation) | 13 | Cum | 3,256 ₹42,328 | 5,135 ₹66,755 | 4,550 ₹59,150 | 5,204 ₹67,652 |
| 9.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in Hard/dense soil. | 30 | Cum | 197 ₹5,910 | 134 ₹4,020 | 59 ₹1,770 | 116 ₹3,480 |
| 10.00 | Removing excavated material in Hard/dense Soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point | 28 | Cum | 900 ₹25,200 | 464 ₹12,992 | 395 ₹11,060 | 446 ₹12,488 |
Tender Value
₹50.8 L
EMD Value
₹1.0 L
Closing Date
22 Apr 2026, 6:30 pmClosed
CWE (SUBS) MUMBAI
Commander Works Engineer Subs NCHC Powai Bhandup Post Office Mumbai 400 078
PROVN OF PLANT ROOM WITH ASSOCIATED FACILITIES FOR RELOCATING EXISTING AC PLANT AND DEMOLITION OF BLDG NO P-73 AND RECONSTRUCTION OF AUDITORIUM CUM CINEMA HALL (DISMANTLING OF CENTRAL AC PLANT) AT INS HAMLA UNDER GE (NW) BHANDUP
2026_MES_757620_1
8428/E8
Open Tender
Civil Works
273 days
HAMLA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (NW) BHANDUP
₹1.0 L
Yes
7 May 2026
25 Mar 2026
24 Apr 2026
25 Mar 2026
22 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Sch A Part I (B/R Portion)
M & L Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out In Hard/dense soil.completed all as specified | - | Sqm | - | - | |
Excavating in trenches, by mechanical means(hydraulic excavator) n exc 1.5 m wide and n exc 1.5 m in depth; for footing, Plinth Beam & Dwarf Wall, etc. n exc 10 sq m on plan and getting out in Hard/dense soil. | - | Cum | - | - | |
M & L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface | - | Sqm | - | - | |
M & L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) | - | Sqm | - | - | |
M & L Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall | - | Rm | - | - | |
M & L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area | - | Sqm | - | - | |
M&L for hardcore of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface of a broken stone or boulders complete all as specified and directed. | - | Cum | - | - | |
M & L Cement concrete in foundations, filling and mass concrete 1:4:8 using 40 mm graded aggregate (For Foundation) | - | Cum | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in Hard/dense soil. | - | Cum | - | - | |
Removing excavated material in Hard/dense Soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point | - | Cum | - | - |
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