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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₹21.6 LAdmitted-Finance ROOM NO 220 2ND FLOOR DEVGIRI BUILDING NO 65 B LALLU BHAI COMPOUND MANKHURD MUMBAI 400043 | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | L1 | Admitted-Finance | |
| 2 | L2₹21.8 L+₹13,250 (0.61%)Admitted-Finance 5 L LEHAL COLONY PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | L2 | Admitted-Finance | |
| 3 | L3₹23.1 L+₹1.5 L (6.93%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹24.0 L+₹2.4 L (10.9%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹26.3 L+₹4.7 L (21.7%)Admitted-Finance SHOP NO 4 SUN STAR CHS LTD PLOT NO 309 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HINDUSTAN BUILDERS L6 | mp construction co L1 | M/s Shree Construction Co L2 | Parmatma Enterprises L5 | Chaudhary Enterprises L3 | H R ENGINEERS L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in in any type of soil. | 25 | Cum | 300 ₹7,500 | 200 ₹5,000 Lowest | 200 ₹5,000 Lowest | 300 ₹7,500 | 333 ₹8,325 | 300 ₹7,500 |
| 2.00 | Returning and filling in, including, spreading, levelling, watering and well raming in layers n.exc 25cm in hard/Dense soil. | 15 | Cum | 75 ₹1,125 | 100 ₹1,500 | 60 ₹900 | 100 ₹1,500 | 59 ₹885 Lowest | 100 ₹1,500 |
| 3.00 | Removing excavated material (Soil) n.exc. 50m and sepositing where directed at a level n.exc. 1.5m above the starting point | 10 | Cum | 500 ₹5,000 | 100 ₹1,000 | 100 ₹1,000 | 300 ₹3,000 | 69 ₹690 Lowest | 300 ₹3,000 |
| 4.00 | M&L Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete. | 1.5 | Cum | 3,000 ₹4,500 | 2,500 ₹3,750 Lowest | 3,500 ₹5,250 | 3,000 ₹4,500 | 4,000 ₹6,000 | 5,000 ₹7,500 |
| 5.00 | M&L for RCC M-30 design mix (20mm graded stone aggragates) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete | 5 | Cum | 12,000 ₹60,000 | 7,000 ₹35,000 Lowest | 9,000 ₹45,000 | 9,000 ₹45,000 | 9,000 ₹45,000 | 10,000 ₹50,000 |
| 6.00 | M&L for RCC M-30 design mix (20mm graded stone aggragates) in Columns, pillars, piers, posts and struts | 1.5 | Cum | 10,000 ₹15,000 | 7,000 ₹10,500 Lowest | 9,000 ₹13,500 | 9,000 ₹13,500 | 9,000 ₹13,500 | 10,000 ₹15,000 |
| 7.00 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter | 20 | Sqm | 500 ₹10,000 | 350 ₹7,000 | 350 ₹7,000 | 300 ₹6,000 Lowest | 700 ₹14,000 | 500 ₹10,000 |
| 8.00 | M&L Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surface of concrete square/ractangular or polygonal. | 15 | Sqm | 500 ₹7,500 | 350 ₹5,250 | 350 ₹5,250 | 300 ₹4,500 Lowest | 700 ₹10,500 | 500 ₹7,500 |
| 9.00 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. | 400 | Kg | 130 ₹52,000 | 100 ₹40,000 | 95 ₹38,000 | 120 ₹48,000 | 129 ₹51,600 | 90 ₹36,000 Lowest |
| 10.00 | Ditto above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders | 60 | Kg | 130 ₹7,800 | 100 ₹6,000 | 95 ₹5,700 | 120 ₹7,200 | 129 ₹7,740 | 93 ₹5,580 Lowest |
Tender Value
Refer Docs
EMD Value
₹49,160
Closing Date
29 Sept 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 RAIN WATER SHED OVER RESIDENTIAL COLONY GATES AT 464 DUs MD ACCN, NAUSHAKTI NAGAR UNDER GE (NW) MANKHURD
2026_MES_782038_2
8625/E8
Open Tender
Civil Works
Item Rate
180 days
Mankhurd
As per tender document
8 documents required · 8 mandatory
₹500
GE (NW) Mankhurd
₹49,160
Yes
19 Oct 2026
8 Sept 2026
1 Oct 2026
8 Sept 2026
29 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in in any type of soil. | 25 | Cum | - | - |
| 2 | Returning and filling in, including, spreading, levelling, watering and well raming in layers n.exc 25cm in hard/Dense soil. | 15 | Cum | - | - |
| 3 | Removing excavated material (Soil) n.exc. 50m and sepositing where directed at a level n.exc. 1.5m above the starting point | 10 | Cum | - | - |
| 4 | M&L Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete. | 1.5 | Cum | - | - |
| 5 | M&L for RCC M-30 design mix (20mm graded stone aggragates) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete | 5 | Cum | - | - |
| 6 | M&L for RCC M-30 design mix (20mm graded stone aggragates) in Columns, pillars, piers, posts and struts | 1.5 | Cum | - | - |
| 7 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter | 20 | Sqm | - | - |
| 8 | M&L Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surface of concrete square/ractangular or polygonal. | 15 | Sqm | - | - |
| 9 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. | 400 | Kg | - | - |
| 10 | Ditto above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders | 60 | Kg | - | - |
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