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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 LAccepted-AOC 1588 YADAV COLONY 21 LIC COLONY VIVEKANAND WARD JABALPUR MP PIN 482002 | JABALPUR | MADHYA PRADESH | 482002 | L1 | Accepted-AOC Lowest amount quoted | |
| 2 | L2₹35.2 L+₹5.1 L (16.8%)Rejected-Finance MANEGAON DIWAN BADA KHAMARIA JABALPUR M P PIN 482005 | JABALPUR | MADHYA PRADESH | 482005 | L2 | Rejected-Finance Second lowest amount quoted | |
| 3 | L3₹37.3 L+₹7.2 L (23.7%)Rejected-Finance 968 BAPOO NAGAR RANJHI JABALPUR MP PIN 482005 | JABALPUR | MADHYA PRADESH | 482005 | L3 | Rejected-Finance Third lowest amount quoted | |
| 4 | L4₹39.6 L+₹9.4 L (31.2%)Rejected-Finance 1432 2 UDAI NAGAR NO 2 POST OFFICE JABALPUR MP 482009 | JABALPUR | MADHYA PRADESH | 482009 | L4 | Rejected-Finance Highest amount quoted |
Tender Value
₹34.2 L
EMD Value
₹68,500
Closing Date
10 Feb 2024, 6:00 pmClosed
Lt Col P Aditya Deepak, GE
Garrison Engineer (East), Near COD Estate, Ranjhi, Jabalpur (MP)-482011
PROVN OF RETAINING WALL AT DEAD END OF TRACK NEAR MAG NO 12 (GD POST NO 12) AT AMN SUB DEPOT (RESTD AREA) OF COD UNDER AGE B/R-II OF GE (EAST) JABALPUR
2024_MES_636595_1
8611/E8
Open Tender
Civil Works
Item Rate
240 days
Garrison Engineer (East) Jabalpur
D a (i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (East) Jabalpur
₹68,500
Yes
20 Mar 2024
13 Jan 2024
12 Feb 2024
13 Jan 2024
10 Feb 2024
27 Jan 2024
13 Jan 2024 - 20 Jan 2024
Amount
Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed.
Excavating over areas, n.exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
Excavating over areas, exc 1.5 m but n.exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed.
Excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, depth exceeding 1.5 m but n.exc 3.0 m and getting out in soft/loose soil complete all as specified and directed.
M&L for Hardcore (of broken stone) of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for Moorum/red bajri filling in floors or pavings, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
M&L for Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
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 and directed.
M&L for Mild steel TMT bars 8mm 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 Formwork for rough finished surface 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 complete all as specified and directed.
M&L for Formwork for fair 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 directed.
M&L for RCC M-30 (design mix) using 20 mm graded stone aggregate 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 directed.
M&L for RCC M-30 (design mix) using 20 mm graded stone aggregate as in foundation including rafts, footings and mass concrete complete all as specified and directed.
M&L for rendering 15mm thick on brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well rqmming in layers n.exc 25 cm thick with soil complete all as specified and directed.
Removing excavated soils n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and direcdted.
M/S BHATIA CONSTRUCTIONS
M/S N K SONKAR
M/S RAJ BUILDERS
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