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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC 1814 NARSING NAGAR RANJHI JABALPUR MP 482005 | JABALPUR | JABALPUR | MADHYA PRADESH | 482005 | ₹21.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹23.1 L+₹1.6 L (7.61%)Rejected-Finance R O 24 GOKALPUR MAIN ROAD JABALPUR MP 482001 | JABALPUR | MADHYA PRADESH | 482001 | ₹23.1 L+₹1.6 L (7.61%) | L2 | Rejected-Finance second highest amount quoted |
| 3 | L3₹25.1 L+₹3.6 L (16.8%)Rejected-Finance 2284 30 BAJRANG NAGAR VFJ ESTATE JABALPUR 482009 | JABALPUR | MADHYA PRADESH | 482009 | ₹25.1 L+₹3.6 L (16.8%) | L3 | Rejected-Finance Third highest amount quoted |
| 4 | L4₹25.9 L+₹4.4 L (20.7%)Rejected-Finance B 72 RAJUL TOWNSHIP TILHARI MANDLA ROAD JABALPUR MP PIN 482021 | JABALPUR | MADHYA PRADESH | 482021 | ₹25.9 L+₹4.4 L (20.7%) | L4 | Rejected-Finance fourth highest amount quoted |
| 5 | L5₹26.2 L+₹4.7 L (21.9%)Rejected-Finance 1853 DARSHAN SINGH BUILDING MASTANA CHOWK RANJHI JABALPUR MP | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | ₹26.2 L+₹4.7 L (21.9%) | L5 | Rejected-Finance highest amount quoted |
Tender Value
₹24.0 L
EMD Value
₹48,000
Closing Date
26 Apr 2024, 6:00 pmClosed
Garrison Engineer (P) No 1 Jabalpur
Garrison Engineer (P) No 1 Jabalpur
PROVISION OF BLAST WALL IN THE RANGE OF LONG PROOF RANGE KHAMARIA UNDER GE (P) NO 1 JABALPUR
2024_MES_648410_1
8475/KH/E8
Open Tender
Civil Works
Item Rate
180 days
GE (P) No 1 Jabalpur
E a (i)
7 documents required · 7 mandatory
₹500
GE (P) No 1 Jabalpur
₹48,000
8 Jul 2024
30 Mar 2024
29 Apr 2024
30 Mar 2024
26 Apr 2024
13 Apr 2024
30 Mar 2024 - 6 Apr 2024
Amount
Surface excavation in hard/ dense soil n.exe 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified & directed.
Excavation over area not exc 1.50m deep and getting out in soft/disintegrated soil complete all as specified & directed.
M & L for PCC 1:4:8 type D-2 using 40 mm graded aggregate as in foundation filling and mass concrete complete all as specified & directed.
TMT bars 10 mm dia bar and over, cut to length bent to shape required incld croncking, bending spirally and binding with and incld mild steel wires (annealed) not less than 0-90 mm dia (Qual;ity confirming to TMT bars)
Form work to sides of conc foundation footings bases of column, sides & sofflit of fdn and similar wk vertical or to batter complete all as specified & directed.
M & L for RCC M-25 design mix as in foundation including raft, foothings, foundation beams, bases of column etc and mass concrete complete all as specified & directed.
M & L for form work to faces of wall, retaining walls, abutement proposals & similar wk, vertical or to batter (fair finished surfaces) complete all as specified & directed.
M & L for RCC M- 25 design mix in wall, retaining wall, basement wall the like, any thickness, above top of footings complete all as specified & directed.
Forming Contraction (Dummy) joints 100mm deep x 10mm wide, filled with sealing compound Grade 'A'
Forming Contraction (construction) joints 100mm deep x 10mm wide, filled with sealing compound Grade 'A'
M & L preparing plastered/ unplastered new surfaces of walls and applying two coats of cement base paint over alkali resistant primer 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
M&L for hard core of gauge n exc 63mm deposited spread and leveled in layers n exc 15cm thick watered and rammed to a true surfaces of broken stone or boulder complete all as specified and directed.
100mm thick PCC 1:4:8 typ D-2 using 40mm graded aggregated as in sub base complete all as specified & directed.
Cement concrete work in pavement / hardstanding of flexural strength 40kg/per square centimeter in field using 400kg of cement per cubic metre, thickness of concrete 25cm or less
Returning, filling in incl spreading, leveling, watering and well ramming in layers n exc 25 cm complete all as specified & directed.
Removing excavated material to a distance n exc 50 mtr and depositing where directed at a level n exc 1.50 mtr above the starting point complete all as specified & directed.
Schedule of credit amount of Rs. _______ to be deducted during AOC.
m/s R K SETHI
SHRI KRISHNA CONSTRUCTIONS
GHANI CONSTRUCTION
M/S. HONEY CONSTRUCTIONS
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