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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.6 LAccepted-AOC A 701 MATRUCHHAYA HERITAGE SECTOR 11 PLOT NO 21 KALAMBOLI NAVI MUMBAI 410218 | RAIGAD | MAHARASHTRA | 410218 | L1 | Accepted-AOC AOC | |
| 2 | L2₹41.5 L+₹52,547 (1.28%)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₹44.2 L+₹3.2 L (7.89%)Rejected-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L3 | Rejected-Finance Not L1 | |
| 4 | L4₹45.4 L+₹4.4 L (10.7%)Rejected-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L4 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | PRIME ENGINEERS L4 | M/s Shree Construction Co L3 | Parmatma Enterprises L2 | A M ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed | 35 | Qtl | 33 ₹1,155 Lowest | 60 ₹2,100 | 300 ₹10,500 | 500 ₹17,500 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil | 22 | Each | 55 ₹1,210 Lowest | 150 ₹3,300 | 300 ₹6,600 | 300 ₹6,600 |
| 3.00 | M & L for PCC 1:3:6 type C2(using 40mm graded stone aggregate) in foundations, filling and mass concrete complete. | 2 | Cum | 3,333 ₹6,666 | 4,000 ₹8,000 | 3,000 ₹6,000 Lowest | 5,110 ₹10,220 |
| 4.00 | S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 290 Gde E-165 Completely all as specified and as directed by Engineer in Charge | 2,668 | Kg | 97 ₹2,58,796 | 92 ₹2,45,456 | 80 ₹2,13,440 Lowest | 90 ₹2,40,120 |
| 5.00 | Supply only PVC coated (1mm thick) chain link fencing exc 2.00 but n.exc 3.00 kg per sqm with size of mesh 50 x 50 mm and thickness of wire n.exc 2.83 mm all as specified and as directed. | 645 | Kg | 121 ₹78,045 | 120 ₹77,400 | 230 ₹1,48,350 | 90 ₹58,050 Lowest |
| 6.00 | Fixing only PVC coated chain link fencing including fixing of line wires any mesh, size and any type of standards, rails, straining bolts etc including provision of binding wires complete.
Note : Quoted rates shall also deemed to include for supply of MS line wire and flat iron bolt & nuts | 280 | Sqm | 11 ₹3,080 | 30 ₹8,400 | 150 ₹42,000 | 10 ₹2,800 Lowest |
| 7.00 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specifed and directed. | 3 | Cum | 333 ₹999 | 110 ₹330 Lowest | 300 ₹900 | 500 ₹1,500 |
| 8.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil | 35 | Sqm | 22 ₹770 | 20 ₹700 Lowest | 50 ₹1,750 | 85 ₹2,975 |
| 9.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm hard/dense soil all as specified and directed by Engineer-in-Charge | 41 | Cum | 55 ₹2,255 | 40 ₹1,640 Lowest | 90 ₹3,690 | 155 ₹6,355 |
| 10.00 | Removing excavated material exc. 1.50 km but n exc.5 km and depositing outside MD land all as specified and directed by Engineer-in-Charge | 3 | Cum | 333 ₹999 | 300 ₹900 Lowest | 350 ₹1,050 | 500 ₹1,500 |
Tender Value
Refer Docs
EMD Value
₹96,680
Closing Date
26 Mar 2026, 6:00 pmClosed
GE (NW) Mankhurd
GE (NW) Mankhurd
SPECIAL REPAIRS TO TENNIS COURT AT NOFRA AND STATIC WATER TANKS AT INS TANAJI, MANKHURD UNDER GE (NW) MANKHURD.
2026_MES_755225_1
8535/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
₹96,680
Yes
15 May 2026
5 Mar 2026
28 Mar 2026
5 Mar 2026
26 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed | 35 | Qtl | - | - |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil | 22 | Each | - | - |
| 3 | M & L for PCC 1:3:6 type C2(using 40mm graded stone aggregate) in foundations, filling and mass concrete complete. | 2 | Cum | - | - |
| 4 | S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 290 Gde E-165 Completely all as specified and as directed by Engineer in Charge | 2,668 | Kg | - | - |
| 5 | Supply only PVC coated (1mm thick) chain link fencing exc 2.00 but n.exc 3.00 kg per sqm with size of mesh 50 x 50 mm and thickness of wire n.exc 2.83 mm all as specified and as directed. | 645 | Kg | - | - |
| 6 | Fixing only PVC coated chain link fencing including fixing of line wires any mesh, size and any type of standards, rails, straining bolts etc including provision of binding wires complete.(Supply of MS line wire and flat iron bolt & nuts measured and paid seperately) | 280 | Sqm | - | - |
| 7 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specifed and directed. | 3 | Cum | - | - |
| 8 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil | 35 | Sqm | - | - |
| 9 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm hard/dense soil all as specified and directed by Engineer-in-Charge | 41 | Cum | - | - |
| 10 | Removing excavated material exc. 1.50 km but n exc.5 km and depositing outside MD land all as specified and directed by Engineer-in-Charge | 3 | Cum | - | - |
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