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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAdmitted-Finance 64 A JASRAJ MANSION 1ST FLOOR OLD HANUMAN LANE KALBADEVI ROAD MUMBAI 400 002 | MUMBAI | MAHARASHTRA | 400002 | L1 | Admitted-Finance | |
| 2 | L2₹43.0 L+₹1.6 L (3.85%)Admitted-Finance 300 STREET NO 10 PREM BASTI SANGRUR PB PUNJAB 148001 | SANGRUR | SANGRUR | PUNJAB | 148001 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Mukesh Engineers L1 | KRISHNA ENGINEERS L2 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out any type of soil. | 470 | Sqm | 20 ₹9,400 Lowest | 30 ₹14,100 |
| 2.00 | Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition | 40 | Cum | 50 ₹2,000 Lowest | 100 ₹4,000 |
| 3.00 | Removing excavated material/ debries / soil exc. 250 m but n exc. 500m and depositing where directed at a level not exceeding 1.50m above the starting point. | 68.5 | Cum | 50 ₹3,425 Lowest | 100 ₹6,850 |
| 4.00 | 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. | 70 | Cum | 200 ₹14,000 | 180 ₹12,600 Lowest |
| 5.00 | M&L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface | 80 | Sqm | 100 ₹8,000 Lowest | 100 ₹8,000 Lowest |
| 6.00 | 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) | 170 | Sqm | 100 ₹17,000 | 80 ₹13,600 Lowest |
| 7.00 | 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 | 45 | Rm | 100 ₹4,500 | 80 ₹3,600 Lowest |
| 8.00 | M&L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area | 30 | Sqm | 200 ₹6,000 | 100 ₹3,000 Lowest |
| 9.00 | M&L Cement concrete in foundations, filling and mass concrete 1:4:8 using 40 mm graded aggregate | 9.5 | Cum | 4,000 ₹38,000 | 3,800 ₹36,100 Lowest |
| 10.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in Hard/dense soil. | 127.9 | Cum | 50 ₹6,395 | 20 ₹2,558 Lowest |
Tender Value
Refer Docs
EMD Value
₹87,540
Closing Date
15 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (NW) Mankhurd
GE (NW) Mankhurd
PROVISION OF STORAGE OF OPS EQUIPMENT EQUIPMENT WORKING AREA AT NRS THANE UNDER GE (NW) MANKHURD.
2026_MES_787979_1
8587/E8
Open Tender
Civil Works
Item Rate
180 days
Mankhurd
As per tender document
8 documents required · 8 mandatory
₹500
GE (NW) Mankhurd
₹87,540
Yes
2 Nov 2026
5 Sept 2026
17 Oct 2026
5 Sept 2026
15 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out any type of soil. | 470 | Sqm | - | - |
| 2 | Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition | 40 | Cum | - | - |
| 3 | Removing excavated material/ debries / soil exc. 250 m but n exc. 500m and depositing where directed at a level not exceeding 1.50m above the starting point. | 68.5 | Cum | - | - |
| 4 | 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. | 70 | Cum | - | - |
| 5 | M&L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface | 80 | Sqm | - | - |
| 6 | 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) | 170 | Sqm | - | - |
| 7 | 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 | 45 | Rm | - | - |
| 8 | M&L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area | 30 | Sqm | - | - |
| 9 | M&L Cement concrete in foundations, filling and mass concrete 1:4:8 using 40 mm graded aggregate | 9.5 | Cum | - | - |
| 10 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in Hard/dense soil. | 127.9 | Cum | - | - |
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