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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹40.6 LAccepted-AOC | L-1 | Accepted-AOC AS PER CWC - II DECISION HELD ON 06/09/2023 | |
| 2 | L-2₹41.7 L+₹1.1 L (2.70%)Rejected-AOC 550 HIWARI LAYOUT WARDHAMAN NAGAR NAGPUR MAHARASHTRA 440008 | NAGPUR | MAHARASHTRA | 440008 | L-2 | Rejected-AOC AS PER CWC - II DECISION HELD ON 06/09/2023 | |
| 3 | L-3₹72.4 L+₹31.8 L (78.4%)Rejected-AOC | L-3 | Rejected-AOC AS PER CWC - II DECISION HELD ON 06/09/2023 |
Tender Value
₹60.6 L
EMD Value
₹1.2 L
Closing Date
30 Aug 2023, 5:45 pmClosed
GENERAL MANAGER
O.F.BHANDARA
Construction of retaining wall and soil filling at utility house for bldg. no. RK 101 inside factory at O.F.Bhandara.
2023_MIL_164748_1
No.EO/51/ND2317/BF
Open Tender
Civil Works - Buildings
Item Rate
60 days
O.F.Bhandara
As per Tender Documents.
7 documents required · 7 mandatory
₹0
₹1.2 L
Yes
8 Sept 2023
17 Aug 2023
1 Sept 2023
17 Aug 2023
30 Aug 2023
17 Aug 2023
Amount
Surface dressing n exc 15 cm deep in hard dence soil and getting out as directed by EIC
Excavating in trenches, not exc 1.5m wide and not exc 3.0 m in depth; for foundation etc. or for shafts,wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil, complete all as specified
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.(Hard/Dense Soil)
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 hardcore of broken stone or boulders exc 63mm but n exc. 100mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rolled/rammed to a true surface,complete all as specified
M & L for sand filling under floors or in foundations including watering and consolidation, complete all as specifiedand as directed by E-I-C.
M & L for PCC 1:4:8 Type D2 using 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
Reinforced cement concrete (design mix)in:- M-25 Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by the E-I-C ( 20 mm gradd aggregate)
Reinforced cement concrete (design mix)in:-M-25 in retaining wall or similar works complete all as specified and as directed by the Engineer-in-Charge ( 20 mm gradd aggregate)
M & L for mild steel deformed or twisted bars of 8 mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including M.S. wire (annealed) not less than 0.9mm
M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams , and similar work, vertical or to batter, work in rough finished flat surfaces of concrete complete all as specified and as directed by E-I-C
M&L for Formwork to faces of walls, retaining walls, abutments,parapets and staircase railings and similar work includingattached pillasters, buttresses,etc.; vertical or to batte ( flat Rough finished surface)
M & L for rendering 25mm thick in cement plaster 1:4 on fair faces of brick work or concrete surfaces & is to be finished even and smooth complete all as specified and as directed by the Engineer-in-Charge
jain transport corporation
DARSHAN SINGH PLAHA
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