Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date10 Feb 2025
Closing Date3 Mar 2025
Tender Amount₹ 47,49,000
Costs
EMD
₹ 94,980Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_697265_1Tender No
8636/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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Removing excavated surplus material (soil) n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point complete all specified and directed.
32.4
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M&L for plain cement concrete type D-2 1:4:8 (40mm graded aggregate) in foundations filling and mass concrete complete all specified and directed.
14
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M&L for reinforced cement concrete (design mix) M-25, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete
36
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M&L for reinforced cement concrete (design mix) M-25 as in columns, pillars, piers, posts and struts
24
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M&L for reinforced cement concrete (design mix) M-25 as in beams, cantilevers, bressummers, litels over 1.5 span
19
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M&L for formwork to sides of concrete foundation, footings, bases of columns, rafts and raft beam,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to better for rough finished surface.
70
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M&L for form work to sides of pillars, posts, struts, piers, columns and stanchions Square,circular rectangular on plan or polygonal
200
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M&L formwork to sides and soffits of floor or roof beams, beam haunchings girders, bressummers, lintels, cantilevers, shelves including sup-prts, overhangs, etc.also splays between floors and beams, etc.on flat rough surface
80
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M & L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement)
250
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M&L for rendering 10mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement)
110
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M & L for mild steel TMT bars 10 mm dia and over, cut to Kg 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 complete all as specified and directed.
2520
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M & L for mild steel TMT bars 6 mm 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 0.9 mm dia or securing with clips complete all as specified and directed.
950
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M&L for type C1 1:3:6 (20mm graded aggregate) Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete
20
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M & L for PCC 1:2:4 type B-0 (using 12.50 mm graded stone aggregate), as in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth course, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.
3.5
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M&L moorum/red bajri filling in floors or pavings, laid in layers n exc 15cm thick, spread, levelled and rammed including watering
33.6
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M&L hardcore of broked stone or boulder gauge 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
33.6
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M & L 100mm thick PCC1:4:8 type D-2 ( 40mm graded aggregate ) as in sub base to receive top floor is to be rough finished complete all as specified and directed. (Note:-laying of PCC alteranative panels)
336
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S&F 38 mm width glass dividing strips, 3mm thick complete all as specified and directed.
150
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M/L 100mm thick PCC 1:2:4 type B-1 using 20mm graded aggregate as in flooring, finished even and smooth using extra cement.
336
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S&f roof trusses, (framed) purline rafters, rails including distance pieces, cleats Fe-410, Grade E-250) etc completeall as specified and directed
7500
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S&F plates (plain or chequred) channels, square cut or notched (ordinary & counter sunk) forming holes, without any attachment GDE Fe 410-0 or Fe 250.
210
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S&F 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 & one hexagonal or square nut ,but length of bolts exc 5cm but n exc 10cm long of diameter of shank 11 to 15mm
50
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M&L Pre-painted galvatume aluminium zinc coating Gl based corrugated steel sheet 0.50mm thickj oa an colour having tensile strangth of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified.
380
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M&L Pre-painted galvatume aluminium zinc coating Gl based plain steel sheet 0.50mm thickj oa an colour having tensile strangth of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified.
30
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M&L applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified.
310
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M & L 75mm thick PCC 1:3:6 type C-2 as in plinth protection, finished even and fair complete all as specified.
35
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M&L for applying two coats of cement base paint on plastered surfaces of walls including preparation of new surface complete all as specified and directed
150
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Excavation over areas, n exc 1.5m deep and getting out hard/dense soil and removing excavated material to a distance n exc 50 m and depositing where directed at a level n. exc 1.50 m above the starting point all as specified and directed.
61.1
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M&L for Rolling and consolidating formation surfaces in cutting rolled and consolidated to gradient and chamber with 8 to 12 Ton power rolled complete all as directed by Engr-in-Charge
21.82
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M&L for providing Soling (for sub base) 150mm spread thickness with broken bouiders quarried stone interstices filled surfaces formed and rolled and consolidated to required gradient and camber with 8 to 12Ton power roller complete all as directed by Engr-in-Charge
21.82
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M&L for providing 150mm thick WBM in two layers each layers 75mm thick with course aggreagate granite trape or baslat of grading 2 spread rolled and consolidated to gradient and chamber with 8 to 10 Ton power rolled complete all as directed by Engr-in-Charge.
21.82
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Preparing WBM/WMM surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanningl the cleaned surface with gunny bags to remove all loose dirt etc.and applying evenly a priming/tack coat with bituminous primeriming/tack viscosity grade bitumen VG-10 @ 10Kg/10 Sqm complete all as specified and directed..
21.82
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M&L for providing 75 mm thick (consolidated thickness) or less premixed bituminous macadam using paving bitumen (VG-30) @4% by weight of hot mix mixed with aggreagate (as specified) in hot mix plant, rolled consolidated with 8 to 12 ton power/vibratory roller to the required gradient and camber on prepared WBM/ Bituminous surfaces all as specified and directed. Note: The contractor quoted the rate shall be deemed to include the following
elements:-
1. The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work.
2. In case variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in the quantity of bitumen shall be adjusted with price adjustment.
16.37
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M&L for applying evenly a tack coat VG 10 @ 2.50 Kg/10 Sqm over existing surface etc complete all as specified
21.82
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M&L for providing bituminous pre-mix asphaltic dense concrete 40 mm consolideted thickness with 5.5% binder content by (paving bitumen VG-30) weight of total mix. Laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 ton power roller complete all as specified and directed.
Note: The contractor quoted rate shall be deemed to include the following elements:
1. The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work.
2. In case variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in the quantity of bitumen shall be adjusted with price adjustment.
21.82
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Demolition of Stone slabs and tiles of any description or thickness laided bedded and pointed in any cement mortar in floors, aprons etc.
28
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M&L for 20-25mm thick machine cut kota stone slab flooring in flooring but one piece as in treads of straircase etc over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, over 15 mm thick screed bed or bedding in CM 1:6 for laying floor finishes, complete all as specified and directed.
280
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All as per item No 40 here in before but on vertical surface as skirting over and incl 10 mm thick rendering as in CM 1:3 to receive Kota stone/slab etc all as specified and directed.
30
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