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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₹37.7 LAccepted-AOC 5 L LEHAL COLONY PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | L1 | Accepted-AOC AOC | |
| 2 | L2₹39.4 L+₹1.7 L (4.48%)Rejected-Finance SHOP NO 4 SUN STAR CHS LTD PLOT NO 309 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹41.3 L+₹3.6 L (9.57%)Rejected-Finance G 5 2 1 PANCHADEEP CO OP HSG SOCIETY SECTOR 29 VASHI NAVI MUMBAI 400 703 | THANE | MAHARASHTRA | 400703 | L3 | Rejected-Finance Not L1 | |
| 4 | L4₹42.2 L+₹4.5 L (12.0%)Rejected-Finance 00 C O PARMOD SINGH BAKTA BARHI CHINTAMAN SITAMARHI BIHAR 843315 | SITAMARHI | BIHAR | 843315 | L4 | Rejected-Finance Not L1 | |
| 5 | L5₹44.4 L+₹6.7 L (17.7%)Rejected-Finance UNIT NO 7 MOUNT VIEW CO OP HOUSING SOCIETY LIMITED MUMBAI MANKHURD 400 088 | MUMBAI SUBURBAN | MAHARASHTRA | 400088 | L5 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | M/s Shree Construction Co L1 | Parmatma Enterprises L2 | M/s Hari Om Construction L3 | Joy builders L5 | M/S KHUSHI ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep Hard/dense soil complete all as specified and directed by EIC. | 1,174.37 | Sqm | 80 ₹93,949.6 | 30 ₹35,231.1 | 35 ₹41,102.95 | 20 ₹23,487.4 Lowest | 100 ₹1,17,437 |
| 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 foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil and Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by EIC.
Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. | 50.97 | Cum | 100 ₹5,097 Lowest | 300 ₹15,291 | 350 ₹17,839.5 | 600 ₹30,582 | 600 ₹30,582 |
| 3.00 | Excavating in trenches by mechanical means (Hydraulic excavator) n exc 1.5 m wide and exc 1.5 m and n exc 3m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil and Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by EIC.
Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. | 10.13 | Cum | 120 ₹1,215.6 Lowest | 300 ₹3,039 | 300 ₹3,039 | 900 ₹9,117 | 500 ₹5,065 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed by EIC. | 65.74 | Cum | 80 ₹5,259.2 | 90 ₹5,916.6 | 50 ₹3,287 | 20 ₹1,314.8 Lowest | 200 ₹13,148 |
| 5.00 | Spreading and levelling in layers n exc. 25 cm thick and well ramming including watering as required complete all as specified and directed by EIC. | 18.64 | Cum | 50 ₹932 | 300 ₹5,592 | 50 ₹932 | 20 ₹372.8 Lowest | 500 ₹9,320 |
| 6.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by EIC. | 57.39 | Cum | 80 ₹4,591.2 Lowest | 300 ₹17,217 | 100 ₹5,739 | 100 ₹5,739 | 200 ₹11,478 |
| 7.00 | M&L for PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in foundation, filling and mass concrete including necessary form work if required complete all as specified and directed by EIC. | 25.8 | Cum | 3,600 ₹92,880 | 3,000 ₹77,400 Lowest | 5,000 ₹1,29,000 | 3,800 ₹98,040 | 6,000 ₹1,54,800 |
| 8.00 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and matt beams sides and soffits (if any) of foundation , hardstanding and plinth beams; and similar work ; vertical or to batter ,flat surfaces complete all as specified and directed by EIC. | 126.15 | Sqm | 350 ₹44,152.5 | 300 ₹37,845 | 200 ₹25,230 Lowest | 350 ₹44,152.5 | 300 ₹37,845 |
| 9.00 | M&L Forrnwork to sides of pillars. posts. struts. piers. columns and stan- rchions for fair finished surfaces of concrete,square,rectangular or polygonal complete all as specified and directed by EIC. | 67.2 | Sqm | 350 ₹23,520 | 300 ₹20,160 Lowest | 300 ₹20,160 Lowest | 350 ₹23,520 | 300 ₹20,160 Lowest |
| 10.00 | Formwork to sides and soffits of floor or roof beam. beam hauchings. girders. bressum-mers.· lintels. cantilevers. shelves including supports. overhangs. etc. also splays between floors and beams. etc.. for flat surfaces complete all as specified and directed by EIC. | 83.12 | Sqm | 350 ₹29,092 | 300 ₹24,936 Lowest | 300 ₹24,936 Lowest | 400 ₹33,248 | 300 ₹24,936 Lowest |
Tender Value
Refer Docs
EMD Value
₹91,420
Closing Date
6 Oct 2025, 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
PROVN OF VISITORS ROOM AT TANAJI AND HARDSTANDING AT BLDG NO P58 AT NRS THANE AND MT VEHICLES AT INS TANAJI UNDER GE (NW) MANKHURD
2025_MES_729695_1
8490/E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) Mankhurd
As per tender document
8 documents required · 8 mandatory
₹500
GE (NW) Mankhurd
₹91,420
Yes
11 Nov 2025
6 Sept 2025
8 Oct 2025
6 Sept 2025
6 Oct 2025
22 Sept 2025
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