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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.0 LAccepted-AOC 1 14 SUJAL MANSION B BLOCK BHANGWADI KALBADEVI ROAD MUMBAI 400 002 | MUMBAI | MAHARASHTRA | 400002 | ₹38.0 L | L1 | Accepted-AOC ACCEPTED. BEING THE L1 BIDDER. |
| 2 | L2₹40.7 L+₹2.7 L (7.06%)Rejected-AOC NOT AVAILABLE | ₹40.7 L+₹2.7 L (7.06%) | L2 | Rejected-AOC REJECTED AS NOT BEING THE LOWEST BIDDER. |
| 3 | L3₹40.9 L+₹2.9 L (7.64%)Rejected-AOC FLAT NO 301 PEARL APARTMENT PLOT NO 121 SECTOR 8A AIROLI NAVI MUMBAI 400708 | NAVI MUMBAI | THANE | MAHARASHTRA | 400708 | ₹40.9 L+₹2.9 L (7.64%) | L3 | Rejected-AOC REJECTED AS NOT BEING THE LOWEST BIDDER. |
| 4 | L4₹48.6 L+₹10.6 L (27.9%)Rejected-AOC | ₹48.6 L+₹10.6 L (27.9%) | L4 | Rejected-AOC REJECTED AS NOT BEING THE LOWEST BIDDER. |
| Sl No | Description | Qty | Unit | SHREE SHIV SHANKER ENTERPRISE L4 | Chakshu Enterprise L1 | R J ENTERPRISES L3 | SHREE JAGDISH FURNITURE CO. L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | M & L for Surface dressing not exceeding 15 cm deep getting out in soft/ loose soil complete all as specified and directed. | 219.3 | SQM | 132 ₹28,947.6 | 45 ₹9,868.5 Lowest | 61 ₹13,377.3 | 110 ₹24,123 |
| 2.00 | M & L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed in all type of soil complete all as specified and directed. | 97.95 | CUM | 1,250 ₹1,22,437.5 | 160 ₹15,672 Lowest | 250 ₹24,487.5 | 1,047 ₹1,02,553.65 |
| 3.00 | M & L for Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all type of soil complete all as specified and directed. | 22.72 | CUM | 1,300 ₹29,536 | 195 ₹4,430.4 Lowest | 210 ₹4,771.2 | 1,085 ₹24,651.2 |
| 4.00 | M & L for 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) (Column) complete all as specified and directed. | 9.8 | SQM | 80 ₹784 | 125 ₹1,225 | 121 ₹1,185.8 | 65 ₹637 Lowest |
| 5.00 | M & L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 91.6 | SQM | 80 ₹7,328 | 60 ₹5,496 Lowest | 65 ₹5,954 | 67 ₹6,137.2 |
| 6.00 | M & L for 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) complete all as specified and directed. | 119.8 | SQM | 90 ₹10,782 | 120 ₹14,376 | 140 ₹16,772 | 71 ₹8,505.8 Lowest |
| 7.00 | M & L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface (Floor) complete all as specified and directed. | 56.9 | SQM | 70 ₹3,983 | 60 ₹3,414 | 68 ₹3,869.2 | 57 ₹3,243.3 Lowest |
| 8.00 | M & L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface 300 mm c/c (Area of the sub structure in contact with backfill to be measured) (along Perimeter of Floor) complete all as specified and directed. | 20.5 | SQM | 90 ₹1,845 | 210 ₹4,305 | 285 ₹5,842.5 | 71 ₹1,455.5 Lowest |
| 9.00 | M & L for treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | 30.8 | RM | 55 ₹1,694 | 30 ₹924 Lowest | 32 ₹985.6 | 47 ₹1,447.6 |
| 10.00 | M & L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 19 | SQM | 90 ₹1,710 | 62 ₹1,178 | 60 ₹1,140 Lowest | 77 ₹1,463 |
Tender Value
₹41.5 L
EMD Value
₹82,900
Closing Date
16 Jun 2026, 6:00 pmClosed
GE (NW) BHANDUP
GE (NW) BHANDUP, MUMBAI
EXTENSON OF OFFICERS MESS AT MO (MBI) GHATKOPAR UNDER GE (NW) BHANDUP
2026_MES_767972_1
8498/B
Open Tender
Civil Works
Item Rate
180 days
MO (MB) GHATKOPAR
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (NW) BHANDUP
₹82,900
Yes
19 Sept 2026
26 May 2026
17 Jun 2026
26 May 2026
16 Jun 2026
9 Jun 2026
26 May 2026 - 5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for Surface dressing not exceeding 15 cm deep getting out in soft/ loose soil complete all as specified and directed. | 219.3 | SQM | - | - |
| 2 | M & L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed in all type of soil complete all as specified and directed. | 97.95 | CUM | 1 | ₹97.95 |
| 3 | M & L for Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all type of soil complete all as specified and directed. | 22.72 | CUM | 2 | ₹45.44 |
| 4 | M & L for 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) (Column) complete all as specified and directed. | 9.8 | SQM | 3 | ₹29.4 |
| 5 | M & L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area (Masonry Foundation) complete all as specified and directed. | 91.6 | SQM | 4 | ₹366.4 |
| 6 | M & L for 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) (Masonry Foundation) complete all as specified and directed. | 119.8 | SQM | 5 | ₹599 |
| 7 | M & L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface (Floor) complete all as specified and directed. | 56.9 | SQM | 6 | ₹341.4 |
| 8 | M & L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface 300 mm c/c (Area of the sub structure in contact with backfill to be measured) (along Perimeter of Floor) complete all as specified and directed. | 20.5 | SQM | 7 | ₹143.5 |
| 9 | M & L for treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | 30.8 | RM | 8 | ₹246.4 |
| 10 | M & L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 19 | SQM | 9 | ₹171 |
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