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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-AOC PLOT NO 60 BEHIND SETU KENDRA JAWAHAR NAGAR PETROL PUMP BHANDARA 441906 | BHANDARA | MAHARASHTRA | 441906 | ₹1.4 Cr | L-1 | Accepted-AOC AS PER CWC-I DECISION HELD ON 25/09/2023 |
| 2 | L-2₹1.6 Cr+₹18.4 L (12.9%)Rejected-AOC | ₹1.6 Cr+₹18.4 L (12.9%) | L-2 | Rejected-AOC AS PER CWC-I DECISION HELD ON 25/09/2023 |
| 3 | Rejected-Technical 550 HIWARI LAYOUT WARDHAMAN NAGAR NAGPUR MAHARASHTRA 440008 | NAGPUR | MAHARASHTRA | 440008 | - | - | Rejected-Technical AS PER CWC I DECISION HELD ON 05/09/2023 |
Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
21 Aug 2023, 2:30 pmClosed
GENERAL MANAGER
O.F.BHANDARA
Construction of RCC Traverse and Hard Standing the traverse passage at Vertical Hydraulic Press Building inside factory at O.F.Bhandara.
2023_MIL_164426_1
No.EO/51/ND2310/BF
Open Tender
Civil Works - Buildings
Item Rate
60 days
O.F.Bhandara
As per Tender Documents.
7 documents required · 7 mandatory
₹0
₹2.3 L
Yes
27 Sept 2023
14 Aug 2023
23 Aug 2023
14 Aug 2023
21 Aug 2023
14 Aug 2023
Amount
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
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
Reinforced cement concrete (design mix)in:-M-25Slabs supported on walls,beams and columns in floors, roofs, landings, balconies canopies, deck slabs and in shelves and the likeconcrete complete all as specified and as directed by the Engineer-in-Charge
M & L for mild steel deformed or twisted bars TMT 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
Formwork to faces of walls, retaining walls, abutments,parapets and staircase railings and similar work includingattached pillasters, buttresses,etc.; vertical or to batte
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
PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls
Forming 20mm thick Expansion joints 200mm filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’
M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelle
M A BUILDERS
stage.html
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tech_eval.pdf
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