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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC MASKE LAYOUT NEAR NEW HUTMENT WAGHODA NAGPUR 441107 | NAGPUR | MAHARASHTRA | 441107 | L1 | Accepted-AOC LOWEST BIDDER L1 | |
| 2 | L2₹3.9 L+₹46,015.86 (13.3%)Rejected-Finance LAKSHMI NAGAR CHINDWARA ROAD SAWNER DISTRICT NAGPUR 441107 | NAGPUR | MAHARASHTRA | 441107 | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹4.2 L+₹74,429.50 (21.6%)Rejected-Finance LAKSHMI NAGAR CHINDWARA ROAD SAWNER DISTRICT NAGPUR 441107 | NAGPUR | MAHARASHTRA | 441107 | L3 | Rejected-Finance REJECTED | |
| 4 | L4₹4.6 L+₹1.1 L (33.0%)Rejected-Finance 40004093 BINDU KISAN SINGH WARD NO 4 GUJAR KHEDI SAONER NAGPUR 441107 | NAGPUR | MAHARASHTRA | 441107 | L4 | Rejected-Finance REJECTED |
Tender Value
₹7.3 L
EMD Value
₹9,200
Closing Date
2 Dec 2024, 6:00 pmClosed
STAFF OFFICER CIVIL NAGPUR AREA
OFFICE OF THE AREA GENERAL MANAGER NAGPUR AREA PO KASTURBA NAGAR JARIPATKA NAGPUR 440014
Enlarging the dimension of fan drift and repairing of fan drift door of Saoner Mine No.1 under Saoner Sub Area.
2024_WCL_321569_1
na3250-civ-e-tender 43-2024-25
Open Tender
Civil Works - Others
Item Rate
45 days
Saoner Sub Area
AS PER NIT
3 documents required · 3 mandatory
₹9,200
31 Jan 2025
20 Nov 2024
4 Dec 2024
21 Nov 2024
2 Dec 2024
21 Nov 2024
20 Nov 2024 - 25 Nov 2024
Amount
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. : In cement mortar
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area beyond 3 sq. metres
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.: All kinds of soil.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Hot rolled deformed bars
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources, including centering and shuttering but, excluding cost of expanded metal and hangers.
Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers.
Carriage of Earth and Building Rubish upto lead of 0.5 km
Total impact of GST for the purpose of CTC
M/S. NAMDEO KHOJRE CONSTRUCTION (BID ID -1105682)
M/s Purushottam kisanlal kamale (BID ID -1105725)
SAI TRADERS (BID ID -1104050)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_333321.pdf
boq_comp_chart.xlsx
xlsx
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