Military Engineer Services Tender
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Costs
EMD
₹ 88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_682015_1Bid Award Id
ViewTender No
CWE/TKD/GUR/TOKEN-64 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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BOQ Items
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Returning, filling in, including spreading,levelling, watering and well ramming in layers n. exc 25 cm. In soft/loose soil complete all as specified and directed by Engr-in-Charge.
138
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Spreading and levelling in layers n exc. 25 cm thick and well ramming including watering as required complete all as specified and directed.
46.5
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S & F for steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed.
5100
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S & F for MS Plates, holding down bolts nuts, bolts washers screws of any size and sections etc, plates complete all as specified and directed.
550
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S & F for Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
390
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S & F for Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
40
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Preparation of new steel surfaces and applying two coats of synthetic enamelled paint over a coat of red oxide complete all as specified and directed.
220
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S&F for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc. complete, drilled for fixing of steel sheeting or other covering. Doors, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging, also fastening and fixing complete all as specified and as directed by Engr-in-Charge.
1350
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S & F 1.25mm thickness of laths Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type complete all as specified and as directed by Engr-in-Charge.
7.3
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Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut,exc 22.50 cm n exc 30 cm long and dia of neck 15 to 20 mm complete complete all as specified and directed.
160
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M & L brick work with sub class 'B' bricks(old size bricks) straight or curved on plan exc 6 m mean radius built in cm 1 : 6 with and including weep holes in brick work complete all as specified and directed .
41
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M & L rendering 15 mm thick on fair faces of brick work /concrete surfaces, finishing even and smooth without using extra cement in cement mortar 1 : 4 complete all as specified and directed.
240
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M&L for preparation of newly plastered surfaces of walls by Vacuum based sanding machine complete all as specified, applying wall care putty upto 1mm thick as required (multi purpose mixer shall be used for uniform and proper mixing of putty) and applying two coats oil emulsion distemper white or coloured over a coat of approved primer by auto roller complete all as specified & directed by Engineer-in-Charge.
240
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M & L Reinforced cement concrete M-25 design mix, ( using 20mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m spanusing complete in all respect as specified and directed.
5.5
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M&L 75 mm thick PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in plinth protection complete all as specified and as directed.
80
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Hardcore of broken stone of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
84.5
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PCC 1:4:8 type D-2(using 40mm graded stone aggregate)as in foundation sub base,filling and mass concrete all as specified and directed.
85.2
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M&L for 18-20 mm thick machine cut Kota stone slab of size 550mm x 550mm in flooring over cement screed bed 20mm thick in CM 1:4 and jointed with gray cement slurry mix with pigment to match the shade of slab including rubbing and mirror polishing in repairs, complete all as directed by Engr-in-Charge.
300
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M&L for 18-20 mm thick machine cut Kota stone as in skirting over 15mm thick rendering in CM 1:4 and jointed with gray cement slurry mix with pigment to match the shade of slab including rubbing and mirror polishing in repairs, complete all as directed by Engr-in-Charge.
12
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M & L Reinforced cement concrete (design mix) in for RCC For columns, etc.; using M25 grade of mix using 20mm graded stone aggregate complete in all respect as specified and directed.
12.5
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M & L Reinforced cement concrete (design mix) in for RCC Foundations, including rafts, footings, foundation beams;plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete using M25 grade of mix using 20mm graded stone aggregate complete in all respect as specified and directed.
38.5
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M&L PCC 1:2:4 type B-1 (using 20mm graded aggregate) as in foundation filling kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed .
0.9
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M&L for mild steel TMT bars10mm dia and over cut to length , bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia bars confirming to Fe-410-S or Fe-410-0 complete in all respect as specified and directed.
5550
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M&L for mild steel TMT bars 5mm dia and over up to 10mm for stirrups cut to length , bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia bars confirming to Fe-410-S or Fe-410-0 complete in all respect as specified and directed.
1100
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M & L for rough finished concrete Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete in all respect as specified and directed.
150
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M & L for rough finished concreteFormwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete in all respect as specified and directed.
180
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Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed.
180
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Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings .complete all as specified. Note :- (Payment for providing grooves shall be made separately).
320
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Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
400
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S&F Sheet Glass ordinary 4.0mm thick, fixing to mild steel windows with necessary fixing Arrangements Glazing Clips, Rubber Packing, Screws, etc., as required/ordered at Site(s), complete and fixed repairs all as specified and as directed by Engr in charge .
30
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M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS15658-2006 of 80mm thickness M-40 grade with grey cement and pigment over sand cushioning as specified and directed by Engr-in-charge.
210
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M&L 50 mm thick Sand filling under floors or as in sand cusioning for interlocking paver block fixing complete all as spcd and directed by Engr in Charge.
10.5
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Removing excavated material exc 5.00Km and n exc.20.0 Km and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
31.5
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
3
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M&LFinishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete all as specified and directed.
25
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