Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 48,00,000
Costs
EMD
₹ 96,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Spl Repairs To Hard Standing Foot Path Interlocking
Description
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Contact
Tender Id
2025_MES_699102_1Tender No
8499/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Demolition for brickwork or stone masonry built in cement mortar or cement lime mortar complete all as specified and as directed.
50
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft /loose soil complete all as specified and as directed.
160
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Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified and as directed.
500
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Material and labour for hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding. 15cm thick watered and rammed to a true surface with broken stone or boulders complete all as specified and as directed.
12.5
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-
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Material and labour for 75mm thick plain cement concrete type C2, 1:3:6 using 40mm graded crushed stone aggregate as in sub base including finish the surface even and rough to receive the top finish complete all as specified and as directed.
1400
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-
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Material and labour for 75mm thick plain cement concrete type C2, 1:3:6 using 40mm graded crushed stone aggregate as in pavings, plinth protection, etc. including finish the surface even and fair without using extra cement complete all as specified and as directed.
300
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Material and labour for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade ‘B’ as in pavings, hard standing, etc. complete all as specified and as directed.
12
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Material and labour for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
20
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Material and labour for machine pressed precast cement concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and as directed.
500
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Material and labour for precast cement concrete type C1, 1:3:6 using 20 mm graded crushed stone aggregate masonry with solid blocks exceeding 10cm width and setting in mortar 1:6 complete all as specified and as directed.
57
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Material and labour for providing precast cement concrete solid building blocks or slabs 10cm thick type B1, 1:2:4 using 20mm graded crushed stone aggregate and setting in mortar 1:4 in walls complete all as specified and as directed.
20
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Material and labour for applying one coat of approved floor tile guard paint on old surfaces of chequered/ interlocking tiles surface including preparation of surface complete all as specified and as directed.
450
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Material and labour for 15mm thick plain Endura parking tile of size 300mm x 300mm of any colour in floor etc., set and jointed in neat cement slurry and pointed in white or coloured cement, laid over and including 20mm thick screed bed in cement mortar 1:4 complete all as specified and as directed.
250
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Material and labour for rendering 15mm thick cement plaster in cement mortar 1:6 on fair face of brick work or concrete surface including finish the surface even and smooth without using extra cement complete all as specified and as directed.
150
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Material and labour for providing plain cement concrete type C2, 1:3:6 using 40mm graded crushed stone aggregate as in drain/ surface channel including necessary form work complete all as specified and as directed.
3.5
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Material and labour for applying two coat cement base paint over one coat chalk whiting primer on newly plastered surface of wall including preparation of the surface complete all as specified and as directed.
190
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Material and labour for chequered cement concrete tiles of size 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments of required colour laid over and including 20mm thick screed bed in cement mortar 1:6 complete all as specified and as directed.
800
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Material and labour for mild steel work in stairs (framed) including stringers, treads, landing, balusters, hand rails etc. including cleats, brackets, etc. complete conforming to Fe- 290 (Gde E- 165) complete all as specified and as directed.
800
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Material and labour for plain cement concrete type C2, 1:3:6 using 40mm graded crushed stone aggregate as in steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating with necessary form work complete all as specified and as directed.
4.2
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/ dense soil complete all as specified and as directed.
10
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Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and as directed.
10
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Material and labour for plain cement concrete type D2, 1:4:8 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and as directed.
1.4
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Material and labour for reinforced cement concrete type B1, 1:2:4 using 20 mm graded crushed stone aggregates as in 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.
1.7
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Material and labour for reinforced cement concrete type B1, 1:2:4 using 20 mm graded crushed stone aggregates as columns, pillars, piers, posts and struts complete all as specified and as directed.
1.6
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Material and labour for reinforced cement concrete type B1, 1:2:4 using 20 mm graded crushed stone aggregates as beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.
1
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Material and labour for reinforced cement concrete type B1, 1:2:4 using 20 mm graded crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
3
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Material and labour for formwork 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, for fair finished surfaces of concrete flat complete all as specified and as directed.
10
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Material and labour for formwork to sides of square or rectangular pillars, posts, struts, piers, columns and stanchions for fair finished surfaces of concrete flat complete all as specified and as directed.
15
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Material and labour for 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. for fair finished surfaces of concrete flat complete all as specified and as directed.
11
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Material and labour for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of concrete flat complete all as specified and as directed.
9
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Supply and fix mild steel TMT bars 10mm dia and 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 0.9m dia or securing with clips complete all as specified and as directed.
400
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Supply and fix mild steel TMT bars 6 to 8 mm dia as in stirrups, spacers and binders 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 0.9m dia or securing with clips complete all as specified and as directed.
120
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Material and labour for rendering 10mm thick plaster in cement mortar 1:6 on fair faces of brick work or concrete surfaces of walls including finishing the surface fair and even complete all as specified and as directed.
36
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Material and labour for rendering 5mm thick plaster in cement mortar 1:3 on fair faces of concrete surfaces of ceiling including finishing the surface fair and even complete all as specified and as directed.
6
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Material and labour for rendering 15mm thick plaster in cement mortar 1:4 on fair faces of brick work or concrete surfaces of walls including finishing the surface even and smooth without using extra cement complete all as specified and as directed.
40
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Material and labour for 100mm thick plain cement concrete type D2, 1:4:8 using 40mm graded crushed stone aggregate as in sub base complete all as specified and as directed.
7
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Material and labour for 25mm thick plain cement concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate as in floor complete all as specified and as directed.
7
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Material and labour for non-skid coloured ceramic tiles (of any colour) flooring 7 to 8 mm thick area of each tile exceeding 0.06 sqm and not exceeding 0.11 sqm with joint free tiles set and jointed in neat cement slurry and pointed in white or coloured cement to match with and including 15mm thick cement screed bed in cement mortar 1:4 complete all as specified and as directed.
8
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Material and labour for applying three coats of white wash on walls including preparation of newly plastered surfaces of wall complete all as specified and as directed.
36
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Material and labour for applying two coats of white wash on ceiling including preparation of newly plastered surfaces of ceilings complete all as specified and as directed.
6
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Material and labour for 75mm thick plain cement concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate as in hard standing/ approaches complete all as specified and as directed.
26
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Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/ dense soil complete all as specified and as directed.
5
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Removal of excavated material surplus spoil exceeding 1.5 KM and not exceeding 5.0 KM and deposited complete all as specified and as directed.
8
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Material and labour for UPVC door with shutters. The construction profile shall be overall frame sectional size 60 x 58mm with wall thickness 2.70+/- 0.2mm extruded sections. The corners shall be plastic welded. The hinge side vertical outer frame shall be reinforced with galvanised steel profile of wall using 8mm dia 80mm long MS screws minimum 3 Nos on each side. The glazing shall be fixed to door frame with UPVC standard beadings of sectional size 24.05 x 16mm & 2mm thick. The bottom portion of door shutter shall be provided with UPVC board 5mm thick & 1Mtr in height and the balance shall be glazed excluding the shutter frame area. The shutter shall be fixed to frame using 3Nos of 3D hinges. The door shutter shall be provided with 6 mm thick toughened glass & 5mm UPVC board with EPDM rubber gasket, zinc plated mild steel multipoint locking arrangement with key including zinc alloy (white powder coated) handles and two numbers zinc alloy (white powder coated) tower bolts complete all as specified and as directed.
Note: The cost of glass, sheet etc. shall be deemed to be included with the quoted rate. Make: Madhu Industries/ Fenesta/ Qute/ Sarvesh Multi Plast India Ltd/ SMP Impex / H20 Solution or equivalent.
3.78
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Material and labour for factory made UPVC white colour sliding Windows with glazing all as per manufacturer's direction and following specifications:- (i) The profile for construction of UPVC window frame shall be UPVC material conforming to 10151. (ii) The frame shall be made of extruded UPVC section having overall dimension of 65mm x 50mm having wall thikness 2mm ± 0.2mm. (iii) The corners of wall frame shall be joint by MS galavanised brackets, joints, mittred and plastic welded. (iv) The hinge side vertical outer frame shall be reinforced with galvanised MS tube of wall thickness 1mm ± 0.1mm and the tie rod shall be provided at the bottom of the frame. (v) The profiles should be single chamber system which shall provide high insulation properties. (vi) The window system should be glazed with 6mm thick plain glass fixed in window frame as per manufactures instruction. Make: Madhu Industries/ Fenesta/ Qute/ Sarvesh Multi Plast India Ltd/ SMP Impex / H20 Solution or equivalent. Note: The entire fixing shall be done with as per manufactures instruction and specification and as directed.
4
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Material and labour for granite work with 20mm thick machine cut, Jet Black granite slab in single piece or two piece length, table rubbed and polished, laid over and including 20mm thick cement screed in cement mortar 1:4, bedded and jointed with grey cement slurry and pointed with white cement (1:2) using marble dust and admixture of pigments to match with shade of granite stone as in cooking platforms, microwave platform, WHB counter top in steps, jambs, pillars, window-cills, etc., including cutting, polishing and rounding to edges of stone slabs etc., complete all as specified and as directed.
4
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Material and labour for roof tiles, Mangalore pattern, interlocking at side joints, laid dry and jointed in lime mortar 1:3 or cement mortar 1:6 complete all as specified and as directed.
8
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Material and labour for ridge or hip tiles to suit Mangalore pattern of roofing tiles, bedded and jointed in lime mortar 1:3 or cement mortar 1:6 complete all as specified and as directed.
3
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Material and labour for 75 mm thick, plain cement concrete type D2, 1:4:8 using 40 mm graded crushed stone aggregate as in sub base finished even and fair without using extra cement complete all as specified and as directed.
32
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Supply and fix chequered cement concrete colour tiles 30 cm x 30 cm x 25 mm thick, with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors laid over and including 20 mm thick screed bed in cement mortar 1 :4 complete all as specified and as directed.
32
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