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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAccepted-AOC TULSI ASTHA FLAT NO 1 PLOT NO 54 SECTOR 12 VASHI NAVI MUMBAI THANE 400 703 | THANE | MAHARASHTRA | 400703 | ₹18.3 L Quoted ₹18.4 L | L1 | Accepted-AOC AOC |
| 2 | L2₹18.5 L+₹7,550.10 (0.41%)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 | ₹18.5 L+₹7,550.10 (0.41%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹20.1 L+₹1.7 L (9.07%)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 | ₹20.1 L+₹1.7 L (9.07%) | L3 | Rejected-Finance Not L1 |
| 4 | Rejected-Technical 300 STREET NO 10 PREM BASTI SANGRUR PB PUNJAB 148001 | SANGRUR | SANGRUR | PUNJAB | 148001 | - | - | Rejected-Technical Not uploaded a valid DD. Hence not recommended please. |
| Sl No | Description | Qty | Unit | PRIME ENGINEERS L3 | sahajanand const co. L1 | HINDUSTAN BUILDERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Site Clearance in soft/loose soil and removing the grass / Vegetation, shrubs & loose material out side MoD land upto requisite distance complete all as specified and directed by EIC. | 75 | Sqm | 22 ₹1,650 Lowest | 150 ₹11,250 | 30 ₹2,250 |
| 2.00 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, getting out, loose/soft soil and removing the grass / Vegetation, shrubs & loose material out side MoD land upto requisite distance complete all as specified and directed by EIC. | 26 | Each | 222 ₹5,772 | 250 ₹6,500 | 150 ₹3,900 Lowest |
| 3.00 | M&L for PCC 1:2:4 Type B2 (40mm graded aggregate ) in foundations, filling and mass
concrete as in post hole complete all as specified and directed. | 3.16 | Cum | 6,600 ₹20,856 | 4,000 ₹12,640 Lowest | 5,000 ₹15,800 |
| 4.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by EIC. | 6.84 | Qtl | 100 ₹684 Lowest | 400 ₹2,736 | 500 ₹3,420 |
| 5.00 | M&L for PCC 1:2:4 Type B1 (20mm graded aggregete) as in columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling),corbels, brackets, etc. and including demolition of old concrete/stone masonry of any description and removing the debris out side MoD land upto requisite distance complete all as specified and directed by EIC. and including necessary form work with requisite scaffolding complete all as specified and directed by EIC. | 10.21 | Cum | 11,000 ₹1,12,310 | 4,000 ₹40,840 Lowest | 5,000 ₹51,050 |
| 6.00 | S&F rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) in grade Fe 410-W (Grade E-250) with necessary welding/ bolting/ reviting as per site requirement complete all as specified and directed by EIC.
Note : Necessary scaffolding upto 3m height shall deemed to be included in quoted rate. | 6,181 | Kg | 83 ₹5,13,023 Lowest | 100 ₹6,18,100 | 110 ₹6,79,910 |
| 7.00 | M&L Preparation of New or previously untreated Surfaces of any description, over 10cm in width or girth,not otherwise described and apply two coat of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and as directed. | 240 | Sqm | 99 ₹23,760 | 40 ₹9,600 Lowest | 100 ₹24,000 |
| 8.00 | M&L for RCC (Nominal mix) 1:2:4 Type B1 (20mm graded aggregates) in beams, cantilevers, bressurnmers lintels ,coping over 1.5m span including necessary form work & including demolition of old concrete any type complete all as specified and directed by EIC. Note: Necessary scaffolding shall be deemed to be included in quoted rate. | 5 | Cum | 8,888 ₹44,440 | 5,000 ₹25,000 Lowest | 7,000 ₹35,000 |
| 9.00 | S&F barbed razor tape concertina coil SG hot galvanized spring tensile wire to particular here-in-after or other equivalent make as approved by GE of UTS 145 to 150 kg/mm^2 and dia of coil when unstretched 601mm having minimum number of circles 10/RM, ,minimum number of clips 25/RM and minimum weight of coil 1.625kg/RM, hot dip galvanised razor ribbon tape of size 0.50mm thickness , 19mm width before wrapping on central core wire fixed with GI 1.66mm clips and special nut bolts to hold two coils together and extra two rows parallel wire of 10 gauge tied by binding wire wherever and including dismantling of old unserviceable concertina coil complete all as specified and directed by EIC.
Note : Necessary scaffolding upto 3m height shall deemed to be included in quoted rate. | 400 | Kg | 202 ₹80,800 | 300 ₹1,20,000 | 150 ₹60,000 Lowest |
| 10.00 | S&F Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by EIC.
Note : Necessary scaffolding upto 3m height shall deemed to be included in quoted rate. | 20 | 100 RM | 1,800 ₹36,000 Lowest | 2,000 ₹40,000 | 2,500 ₹50,000 |
Tender Value
Refer Docs
EMD Value
₹42,520
Closing Date
17 Aug 2026, 6:00 pmClosed
GE (NW) Mankhurd
GE (NW) Mankhurd
PROVN OF VIEW CUTTERS ALONG THE PERIMETER SECURITY WALL FROM DSC MESS TO MAIN GATE OF BCF AT NSD SEWRI AND TWO MINOR WORKS AT SRU (W) UNDER GE (NW) MANKHURD.
2026_MES_779648_1
8603/E8
Open Tender
Civil Works
Item Rate
180 days
Mankhurd
As per tender document
8 documents required · 8 mandatory
₹500
GE (NW) Mankhurd
₹42,520
Yes
23 Sept 2026
20 Jul 2026
19 Aug 2026
20 Jul 2026
17 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site Clearance in soft/loose soil complete all as specified and directed. | 425 | Sqm | - | - |
| 2 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, getting out, loose/soft soil complete all as specified and directed. | 26 | Each | - | - |
| 3 | M&L for PCC 1:2:4 Type B2 (40mm graded aggregate ) in foundations, filling and mass
concrete as in post hole complete all as specified and directed. | 3.16 | Cum | - | - |
| 4 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by EIC. | 6.84 | Qtl | - | - |
| 5 | M&L for PCC 1:2:4 Type B1 (20mm graded aggregete) as in columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling),corbels, brackets, etc. and including demolition of old concrete/stone masonry of any description and including necessary form work with requisite scaffolding complete all as specified and directed. | 10.21 | Cum | - | - |
| 6 | S&F rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) in grade Fe 410-W (Grade E-250) with necessary welding/ bolting/ reviting as per site requirement complete all as specified and directed by EIC. | 6,181 | Kg | - | - |
| 7 | M&L Preparation of New or previously untreated Surfaces of any description, over 10cm in width or girth,not otherwise described and apply two coat of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and as directed. | 257 | Sqm | - | - |
| 8 | M&L for RCC (Nominal mix) 1:2:4 Type B1 (20mm graded aggregates) in beams, cantilevers, bressurnmers lintels ,coping over 1.5m span including necessary form work & including demolition of old concrete any type complete all as specified and directed by EIC. Note: Necessary scaffolding shall be deemed to be included in quoted rate. | 5 | Cum | - | - |
| 9 | S&F barbed razor tape concertina coil SG hot galvanized spring tensile wire to particular here-in-after or other equivalent make as approved by GE of UTS 145 to 150 kg/mm^2 and dia of coil when unstretched 601mm having minimum number of circles 10/RM, ,minimum number of clips 25/RM and minimum weight of coil 1.625kg/RM, hot dip galvanised razor ribbon tape of size 0.50mm thickness , 19mm width before wrapping on central core wire fixed with GI 1.66mm clips and special nut bolts to hold two coils together and extra two rows parallel wire of 10 gauge tied by binding wire wherever and including dismantling of old unserviceable concertina coil complete all as specified and directed by EIC. | 400 | Kg | - | - |
| 10 | S&F Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by EIC. | 20 | 100 RM | - | - |
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