Munitions India Limited Tender
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Munitions India Limited Tender
Civil And Construction
Eprocure
Opening Date28 Sep 2024
Closing Date21 Oct 2024
Tender Amount₹ 49,97,694
Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MIL_209651_1Bid Award Id
ViewTender No
OFCH/EO/19 OF 2024-25Tender Authority
Munitions India Limited ViewPurchaser Address
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Documents
BOQ Items
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M & L for hardcore of broken stone or boulders not exc. 63mm, deposited, spread and leveled in layers not exc. 15 cm thick, interstices filled with moorum, watered and rammed to a true surface, complete all as per the direction of Engineer-In-Charge.
24
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M & L for Moorum filling in floors, laid in layers not exc. 15 cm thick, spread, leveled and rammed including watering, complete all as per the direction of Engineer-In-Charge.
24
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M & L Cement concrete 1:2:4 mix type-B2 in foundations, filling and mass concrete, bed concrete, finishing surface to true level, compaction, curing etc. complete all as per the direction of Engineer-In-Charge.
9.5
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M & L Reinforced cement concrete 1:2:4 (20 mm graded aggregates) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, including formwork, compaction, curing, etc. Complete all as per direction of Engineer – In – Charge.
18.6
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M & L Reinforced cement concrete 1:2:4 Type B1 (nominal mix) in Beams, cantilevers, bressummers, lintels over 1.5m span including formwork compaction, curing, etc. Complete all as per direction of Engineer – In – Charge.
2
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S & F Mild steel TMT bars 10 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 mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips quality conforming to deformed or twisted bars etc. complete all as per the directives of Engineer-In- Charge.
550
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S & F Mild steel TMT bars 6 to 8 mm 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 0.9 mm dia. or securing with clips quality conforming to deformed or twisted bars etc. complete all as per the directives of Engineer-In- Charge.
460
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M&L for Brickwork with burnt bricks in C.M 1:6 with sub class “B” bricks, straight or curved on plan exc. 6m mean radius including scaffoldings, curing etc. Complete all as per direction of Engineer – In – Charge.
132
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M&L for Brickwork with burnt bricks in C.M 1:4 in half brick thick wall with sub class “B” bricks, straight or curved on plan in any radius including scaffoldings, curing etc. Complete all as per direction of Engineer – In – Charge.
310
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M & L Rendering plaster 15mm thick in C. M. 1:6 on fair faces of brickwork or concrete surfaces with finishing the surface even & smooth using necessary scaffolding, curing etc. complete all as per the direction of Engineer-In-Charge.
1825
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S & F Steel rolling shutters, thickness of laths1.25 mm thick, gear operated type with bevel gear box and crank handle as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, etc complete all as per the direction of Engineer-In-Charge.
28
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S & F Mild steel rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. Complete all as per the direction of Engineer-In-Charge.
2000
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S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self-tapping screws as specified etc complete all as per the direction of Engineer-In-Charge.
375
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M & L for 75 mm thick cement concrete in floor Type B-1, 1:2:4 using 20mm graded aggregate, finishing surface even and smooth using extra cement, compaction, including use of formwork, curing etc. complete all as per direction of Engineer-In-Charge.
1200
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M & L Cement concrete 1:4:8 mix type-D2 in foundations, filling and mass concrete, bed concrete, finishing surface to true level, compaction, curing etc. complete all as per the direction of Engineer-In-Charge.
285
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Returning, filling in trenches, including spreading, levelling, watering and well ramming in layers not exc 25 cm. etc. complete all as per direction of Engineer-In-Charge.
25
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Removing excavated material / soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point etc. complete all as per direction of Engineer-In-Charge.
68
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S & F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded etc. complete all as per direction of Engineer-In-Charge.
14.5
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S & F Rough cast wired glass, 6.4mm thick not exceeding 0.5 sqm in size and glazing with oil putty in square etc. complete all as per direction of Engineer-In-Charge.
13
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M & L for cement painting, two coats on new plastered wall over Chalk whiting on plastered surfaces, preparatory to distempering including preparation of surface, with necessary scaffolding, curing etc complete all as per the direction of Engineer-In-Charge.
1775
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M & L painting with aluminium paint , two coats on Surfaces of any description, over 10cm in width or girth, not otherwise Described including necessary scaffolding etc complete all as per direction of Engineer-In –Charge.
65
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M & L painting with synthetic enamel paint , two coats over one coats of red oxide on iron/steel Surfaces of any description, over 10cm in width or girth of iron work, not otherwise Described including necessary scaffolding etc complete all as per direction of Engineer-In –Charge.
400
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