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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAdmitted-Finance FLAT NO A 102 ASHOKVAN RAJSHIV CO OP HSG SOC SHIV VALLABH ROAD DAHISAR EAST MUMBAI 400 068 | MUMBAI SUBURBAN | MAHARASHTRA | 400068 | ₹13.6 L | L1 | Admitted-Finance |
| 2 | L2₹20.1 LAdmitted-Finance SHOP NO 10 BMC SHOPPING CENTRE MITHA NAGAR GOREGAON W MUMBAI 400 104 | MUMBAI SUBURBAN | MAHARASHTRA | 400104 | ₹20.1 L | L2 | Admitted-Finance |
| 3 | L3₹21.7 LAdmitted-Finance 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 | ₹21.7 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shree Ayyappa Engineering L2 | cooltech engineering services L3 | Bob Enterprises L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Trenches not exc 1.50 Metre wide and not exc 1.50 Metre depth for laying of UG Cable etc and getting out in Soft/Loose Soil, complete all as specified and as directed. | 240 | Cum | 300 ₹72,000 | 350 ₹84,000 | 250 ₹60,000 |
| 2.00 | Excavation in Trenches not exc 1.50 Metre wide and not exc 1.50 Metre depth for laying of UG Cable etc and getting out in Hard/ Dense Soil, complete all as specified and as directed. | 30 | Cum | 400 ₹12,000 | 450 ₹13,500 | 250 ₹7,500 |
| 3.00 | Excavation in Trenches not exc 1.50 Metre wide and not exc 1.50 Metre depth for laying of UG Cable etc and getting out insoft/ disintegrated rock, complete all as specified and as directed. | 10 | Cum | 500 ₹5,000 | 550 ₹5,500 | 250 ₹2,500 |
| 4.00 | Returning, Filling in including Spreading, Leveling, Watering and Well Ramming in layers not exc. 25 Cm thick in Soils, complete all as specified and as directed. | 224 | Cum | 50 ₹11,200 | 100 ₹22,400 | 35 ₹7,840 |
| 5.00 | Removing Surplus excavated Soil to a distance not exc 50.00 Metre away and depositing where directed at a level not exc 1.50 Metre above the Starting Point, complete all as specified and as directed. | 56 | Cum | 100 ₹5,600 | 110 ₹6,160 | 150 ₹8,400 |
| 6.00 | Material and labour for Pipe Line route marker made of Pre-cast cement concrete block masonry Type C1 1:3:6 (20mm graded aggregrate) with solid blocks, exc. 10 cm in width and setting in cement concrete mortar 1:6, including embosing WATER SUPPLY PIPE / MES and properly painting with approved colour, size of Pipe line route marker 900x300x100mm complete buried in ground for a depth of 45 cm & necessary earth work complete all as specified and as directed | 8 | Cum | 7,000 ₹56,000 | 7,005 ₹56,040 | 4,700 ₹37,600 |
| 7.00 | Supply and laying across road crossing reinforced concrete pipes, class NP2, laid and jointed complete with collars of size 300 mm complete all as specified and as directed | 30 | Rm | 825 ₹24,750 | 950 ₹28,500 | 700 ₹21,000 |
| 8.00 | Supply and laying across road crossing reinforced concrete pipes, class NP2, laid and jointed complete with collars of size 250 mm complete all as specified and as directed | 20 | Rm | 690 ₹13,800 | 700 ₹14,000 | 600 ₹12,000 |
| 9.00 | Material and Labour Soling (or sub base) 150 mm spread thickness with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. | 6 | Per 10 SQM | 2,700 ₹16,200 | 2,800 ₹16,800 | 1,200 ₹7,200 |
| 10.00 | M&L Cement Concrete Type B2-1:2:4 (40mm graded aggregate) as in Foundation filling and mass concrete for grounting of panel and making good disturbed road surfaces including necessary Formwork (as/if required) complete all as specified and as directed. | 4 | Cum | 6,500 ₹26,000 | 6,700 ₹26,800 | 4,150 ₹16,600 |
Updated dates
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
28 Apr 2026, 6:00 pmClosed
GE (NW) BHANDUP
GE (NW) BHANDUP MUMBAI
REPAIR AND MAINTENANCE OF EXTERNAL WATER SUPPLY NETWORK AT INS HAMLA UNDER GE (NW) BHANDUP
2026_MES_758807_1
8495/B
Open Tender
Civil Works
270 days
INS HAMLA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (NW) BHANDUP
₹30,000
Yes
27 May 2026
31 Mar 2026
29 Apr 2026
31 Mar 2026
28 Apr 2026
14 Apr 2026
31 Mar 2026 - 10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in Trenches not exc 1.50 Metre wide and not exc 1.50 Metre depth for laying of UG Cable etc and getting out in Soft/Loose Soil, complete all as specified and as directed. | - | Cum | - | - | |
Excavation in Trenches not exc 1.50 Metre wide and not exc 1.50 Metre depth for laying of UG Cable etc and getting out in Hard/ Dense Soil, complete all as specified and as directed. | - | Cum | - | - | |
Excavation in Trenches not exc 1.50 Metre wide and not exc 1.50 Metre depth for laying of UG Cable etc and getting out insoft/ disintegrated rock, complete all as specified and as directed. | - | Cum | - | - | |
Returning, Filling in including Spreading, Leveling, Watering and Well Ramming in layers not exc. 25 Cm thick in Soils, complete all as specified and as directed. | - | Cum | - | - | |
Removing Surplus excavated Soil to a distance not exc 50.00 Metre away and depositing where directed at a level not exc 1.50 Metre above the Starting Point, complete all as specified and as directed. | - | Cum | - | - | |
Material and labour for Pipe Line route marker made of Pre-cast cement concrete block masonry Type C1 1:3:6 (20mm graded aggregrate) with solid blocks, exc. 10 cm in width and setting in cement concrete mortar 1:6, including embosing WATER SUPPLY PIPE / MES and properly painting with approved colour, size of Pipe line route marker 900x300x100mm complete buried in ground for a depth of 45 cm & necessary earth work complete all as specified and as directed | - | Cum | - | - | |
Supply and laying across road crossing reinforced concrete pipes, class NP2, laid and jointed complete with collars of size 300 mm complete all as specified and as directed | - | Rm | - | - | |
Supply and laying across road crossing reinforced concrete pipes, class NP2, laid and jointed complete with collars of size 250 mm complete all as specified and as directed | - | Rm | - | - | |
Material and Labour Soling (or sub base) 150 mm spread thickness with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. | - | Per 10 SQM | - | - | |
M&L Cement Concrete Type B2-1:2:4 (40mm graded aggregate) as in Foundation filling and mass concrete for grounting of panel and making good disturbed road surfaces including necessary Formwork (as/if required) complete all as specified and as directed. | - | Cum | - | - |
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