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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 LAccepted-AOC PLOT NO 12 SAKAR GRAH NIRMAN SOCIETY TILHARI MANDLA ROAD JABALPUR MP 482001 | JABALPUR | JABALPUR | MP | 482001 | ₹29.0 L | L1 | Accepted-AOC L1 bidder lowest |
| 2 | L2₹29.7 LRejected-Finance 1395 NAPIER TOWN JABALPUR MP 482001 | JABALPUR | MADHYA PRADESH | 482001 | ₹29.7 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹32.4 LRejected-Finance | ₹32.4 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹33.0 LRejected-Finance 316 A VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP PIN 482005 | JABALPUR | MADHYA PRADESH | 482005 | ₹33.0 L | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹34.5 LRejected-Finance 116 JAI BHEEM NAGAR POLIPATHAR GWARIGHAT ROAD JABALPUR MP 482008 | JABALPUR | MADHYA PRADESH | 482008 | ₹34.5 L | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Tiki Water proofing Co L6 | Chetna Enterprises L2 | upadhyay Builders L1 | chandra builders L5 | M/S A.P.M. CONSTRUCTION CO. L4 | M/s PARASRAM MULCHANDANI L7 | G.S.CONSTRUCTIONS L3 | SHRI KRISHNA CONSTRUCTIONS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area not exceeding 1.50mtr depth getting out in soft/loose soil complete all as specified and as directed. | 614.25 | Cum | 230 ₹1.4 L | 210 ₹1.3 L | 120 ₹73,710 | 190 ₹1.2 L | 200 ₹1.2 L | 200 ₹1.2 L | 180 ₹1.1 L | 300 ₹1.8 L |
| 2.00 | Excavation over area exceeding 1.50mtr and not exceeding 3.00 depth and getting out in soft/loose soil complete all as specified and as directed. | 143.32 | Cum | 250 ₹35,830 | 305 ₹43,712.60 | 120 ₹17,198.40 | 250 ₹35,830 | 230 ₹32,963.60 | 220 ₹31,530.40 | 200 ₹28,664 | 300 ₹42,996 |
| 3.00 | Moorum/red bajri, filling in floors or pavings, laid inlayers n exc 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed. | 82 | Cum | 525 ₹43,050 | 300 ₹24,600 | 400 ₹32,800 | 590 ₹48,380 | 800 ₹65,600 | 600 ₹49,200 | 449 ₹36,818 | 1,500 ₹1.2 L |
| 4.00 | M & L filling of hard core of broken stone or boulders of gauge n exc 63mm, depositd spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and as directed. | 61.42 | Cum | 800 ₹49,136 | 600 ₹36,852 | 750 ₹46,065 | 790 ₹48,521.80 | 800 ₹49,136 | 900 ₹55,278 | 600 ₹36,852 | 1,500 ₹92,130 |
| 5.00 | M&L for cement concrete type C-2 (1:3:6) using 40 mm graded stone aggregate as in foundation complete all as specified and as directed. | 41.5 | Cum | 3,200 ₹1.3 L | 3,200 ₹1.3 L | 3,000 ₹1.2 L | 3,200 ₹1.3 L | 3,500 ₹1.5 L | 2,900 ₹1.2 L | 3,000 ₹1.2 L | 6,000 ₹2.5 L |
| 6.00 | M&L for formwork flat rough finished surface faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed. | 1,150 | Sqm | 230 ₹2.6 L | 350 ₹4.0 L | 165 ₹1.9 L | 340 ₹3.9 L | 125 ₹1.4 L | 242 ₹2.8 L | 250 ₹2.9 L | 300 ₹3.5 L |
| 7.00 | Use and waste of formwork to sides of foundations, footings bases for columns, rafts and rafts beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter rough finished surface of concrete flat complete all as specified and as directed. | 430 | sqm | 220 ₹94,600 | 350 ₹1.5 L | 150 ₹64,500 | 200 ₹86,000 | 125 ₹53,750 | 240 ₹1.0 L | 180 ₹77,400 | 300 ₹1.3 L |
| 8.00 | M&L for TMT bars 10mm over dia including cutting bending binding cranking placing & binding with MS wire (annealed) not less than 0.90mm dia as in main/distribution reinforcement complete all as specified and directed. | 10,500 | Kg | 90 ₹9.4 L | 73 ₹7.7 L | 84 ₹8.8 L | 89 ₹9.3 L | 85 ₹8.9 L | 90 ₹9.4 L | 88 ₹9.2 L | 100 ₹10.5 L |
| 9.00 | M&L for mild steel TMT bars 8 to 10 mm dia, 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 and directed. | 6,050 | Kg | 91 ₹5.5 L | 70 ₹4.2 L | 85 ₹5.1 L | 89 ₹5.4 L | 85 ₹5.1 L | 89 ₹5.4 L | 90 ₹5.4 L | 90 ₹5.4 L |
| 10.00 | M&L for RCC M-25 as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. | 180 | Cum | 5,700 ₹10.3 L | 3,800 ₹6.8 L | 4,499 ₹8.1 L | 5,300 ₹9.5 L | 6,200 ₹11.2 L | 5,600 ₹10.1 L | 5,100 ₹9.2 L | 7,500 ₹13.5 L |
Updated dates
Tender Value
₹43.6 L
EMD Value
₹87,280
Closing Date
14 Feb 2026, 6:00 pmClosed
GE (West) Jabalpur
Garrison Engineer (West) Jabalpur Supply Marg Post Box No. 54 Jabalpur Cantt-482001 (MP)
PROVN OF STORM WATER DRAIN FROM EXISTING DRAINAGE LINE BEHIND KLP, 1 TTR TO EXISTING DRAINAGE LINE NEAR A GATE, 1 MTR UNDER GE (WEST) JABALPUR
2026_MES_748954_1
8934/E8
Open Tender
Civil Works
180 days
GE (West) Jabalpur
As per tender documents
6 documents required · 6 mandatory
₹500
GE (West) Jabalpur
₹87,280
22 May 2026
17 Jan 2026
21 Feb 2026
17 Jan 2026
14 Feb 2026
31 Jan 2026
17 Jan 2026 - 26 Jan 2026
Excavation over area not exceeding 1.50mtr depth getting out in soft/loose soil complete all as specified and as directed.
Excavation over area exceeding 1.50mtr and not exceeding 3.00 depth and getting out in soft/loose soil complete all as specified and as directed.
Moorum/red bajri, filling in floors or pavings, laid inlayers n exc 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed.
M & L filling of hard core of broken stone or boulders of gauge n exc 63mm, depositd spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and as directed.
M&L for cement concrete type C-2 (1:3:6) using 40 mm graded stone aggregate as in foundation complete all as specified and as directed.
M&L for formwork flat rough finished surface faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed.
Use and waste of formwork to sides of foundations, footings bases for columns, rafts and rafts beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter rough finished surface of concrete flat complete all as specified and as directed.
M&L for TMT bars 10mm over dia including cutting bending binding cranking placing & binding with MS wire (annealed) not less than 0.90mm dia as in main/distribution reinforcement complete all as specified and directed.
M&L for mild steel TMT bars 8 to 10 mm dia, 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 and directed.
M&L for RCC M-25 as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed.
M&L for Cement concrete type B-2 (1:2:4) using 40mm Graded stone aggregate as in surface channel and drain complete all as specified and as directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.complete all as specified and directed.
Returning filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed.
Removing excavated material exceeding 250m but n exc 500m and depositing where directed complete all as specified and as directed.
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