Military Engineer Services Tender
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Costs
EMD
₹ 69,360Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_694470_1Tender No
8285Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for Formwork to sides of flat surfaces 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 all as specified and directed.
19.06
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M&L for Form work to sides of concrete pillars, posts, struts, piers, columns and stanchion etc; rough finish surfaces complete all as specified and directed.
16.9
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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- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed.
61.85
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M&L for Formwork for chullah hoods, chajjas through and similar items including edges, surface rough finish surfaces to receive the plaster, complete all as specified and as directed.
2.68
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M & L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finish surfaces complete all as specified and directed.
17.11
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M & L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings,openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC rough finish surfaces complete all as specified and directed.
14.82
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M&L M-30 Design Mix (using 20mm graded aggregate) in RCC 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 directed.
3.33
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M&L M-30 Design Mix (using 20mm graded aggregate) in RCC Columns, pillars, piers, posts and struts complete all as specified and directed.
1.48
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M&L for M30 Design Mix (using 20mm graded stone aggregate) in RCC as in beams, lintel, lintel bands etc; complete all as specified and as directed.
0.55
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M&L for M30 Design Mix (using 20mm graded stone aggregate) in RCC as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc; complete all as specified and as directed.
2.42
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M&L for M30 Design Mix (using 20mm graded stone aggregate) in RCC as in chajjas etc; complete all as specified and as directed.
0.32
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M&L Reinforcement TMT Mild steel 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 0.9mm dia or securing with clips complete all as specified and directed.
744.94
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All as per Above Item No.15 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.
282.57
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M&L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed.
2.38
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M & L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed.
10.71
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M&L Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed.
11.76
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M&L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed.
10.74
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and directed.
19.6
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Removing excavated material exc. 250 m but n exc. 500 m and depositing where complete all as specified and directed.
3.8
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M&L for carrying out water proofing treatment for roofs in the following stages -
(i) Rendering 10mm thick in 1:4 mixed with integral water proofing liquid all as per manufacturer's instructions over concrete surfaces finished even and smooth with out using extra cement. (ii) First coat of bitumen primer confirming to IS 3384 @0.300 Kg/ Sqm over plastered surafces (iii) Second APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application & applying two coats of aluminium paint on roof or vertical surfaces complete all as specified and directed.
18.84
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M & L Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and 1:3:6 Type C1 (using 20 mm graded aggregate) set in CM 1:6 complete all as specified and directed.
4.62
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M & L for 10mm thick rendering on fair faces of brick work or concrete surfaces in CM ( 1:6 ) finished even and smooth (without using extra cement) on internal Wall complete all as specified and directed.
38.95
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M & L for 5mm thick rendering on fair faces of brick work or concrete surfaces in CM ( 1:3 ) finished even and smooth (without using extra lime or cement) on Ceiling complete all as specified and directed.
35.64
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M & L 15 Mm Thick (10 mm in 1:6 CM + 5 mm in1:4 CM with WPC(measured saperately)) External Plaster On Fair Faces Of Walls Finished Even And Smooth (without Using Extra cement) complete all as specified and directed.
44.88
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Supply only Integral waterproofing compound complete all as specified and directed.
9.79
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M & L 75mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base, floor complete all as specified and directed.
17.11
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M & L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
1.14
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M&L for PCC 1:2:4 type B0 25 mm thick using 12.5mm graded stone aggregates as in sub floors/base floors complete all as specified and directed.
28.48
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M & L Machine cut kota stone slab flooring 20-25mm thick 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 incl Screed bed or bedding layer of mortar CM(1:4) 20 mm thick for laying floor finishes complete all as specified and directed.
17.11
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M & L Machine cut Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing incl backing coat of mortar CM(1:3) 10 mm thick finishes complete all as specified and directed.
1.74
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S & F 105 x 60mm Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete, as specified, supplied and fixed complete all as specified and directed.
3.69
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M & L for Cement concrete 1:3:6 Type C-0 (using 12.5 mm graded stone aggregate) as in fillings and mass concrete, filling backs of chowkats etc complete all as specified and directed.
0.04
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S&F of factory made 35 mm thick plain framed, panelled shutters (two panel) with 2nd class hard wood rail and style with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed.
2.1
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S & F powder coated anodised Aluminium alloy sections sliding windows with frames , 2 track sliding shutters duly fitted with neoprene beading, glazing clips, two shutters tinted glass panes 4.80 mm nominal thickness one shutter with stainless steel wire cloth 0.45mm dia and average width of aperture 1.4mm , aluminium alloy handles etc. complete all as specified and directed.Note : Making all edges i.e. cill and jamb good by cement mortar 1:3 complete all as specified and directed.
3.12
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M & L powder coated aluminium deco grill medium grade of mesh size 75mmx75mm with 6mm square anodised aluminium bars fixed with aluminium frame of size 9x9x1 mm complete all as specified and directed.
3.12
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S&F 125 mm long Aluminium handles, cast type,anodised complete all as specified and directed.
2
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S&F 150mm long Aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed.
2
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S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed.
1
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S&F Butt hinges, heavy weight, cold rolled mild steel, and fixed complete all as specified and directed.
3
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S&F 150mm Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed.
1
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M&L Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed.
1.4
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S & F PVC (SWR) Rainwater pipes double socketed in any length with rubber ring joints fixed to walls 150mm complete all as specified and directed.
3.74
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S & F PVC (SWR) bends any radius 150mm complete all as specified and directed.
2
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M&L two coats of oil bound Distemper over a coat of chalk whitening/ concrete primer incl preparing the newly plastered surfaces of walls complete all as specified and directed.
34.63
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M&L for preparation of new plastered surface and applying two coat of cement base paint over and including one coat of alkalic resistant primer complete all as specified and as directed.
44.88
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M & L for Preparation of new plastered surfaces of wall & applying three coats of lime white wash on ceiling etc complete all as specified and directed.
31.68
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M & L for Preparing new or previously untreated surfaces of steel or iron work of any description and girth over 10cm and applying two coats of synthetic enamel paint complete all as specified and as directed.
49.23
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M&L for surface excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed.
1427.6
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M&L for excavating over areas in soft/loose soil, n exc 1.5 m deep and getting out complete all as specified and directed.
71.38
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Excavating in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shafts, wells,cesspits, man holes, pier holes etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed.
5.76
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M&L for removing excavated soil not exceeding 50 m distance and depositing where directed at alevel n exc 1.5 metre above the starting point complete all as specified and directed.
276.88
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M&L for excavating in post holes in soft /loose soil (or Similar holes) each not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance exceeding 50 m and making good surface complete all as specified and directed.
22
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M&L for cement concrete type C2 1:3:6 ( using 40 mm graded stone aggregate) as in foundations filling for post holes and mass concrete complete all as specified and directed.
2.67
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M&L for Rolled sections as in main and cross beams, hip and jack rafters
purlins where connected to common rafters and running rails and guides for sliding doors fixed with angle cleats or other connecting plates complete all as specified and directed.
1750.24
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S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any 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.
224
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S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridge / roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.
5
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M&L for Broken stone or boulder Hardcore of guage n exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick , watered and rammed to a true surface complete all as specified and directed.
145.16
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M&L for 100 mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in as in sub base complete all as specified and directed.
1451.6
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M&L for 75 mm thick PCC in foundations, filling and mass concrete Type B2 1:2:4(using 40 mm graded aggregate ) complete all as specified and directed.
154.62
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M&L for glass dividing strips, 3 mm thick and 38mm width inserted in position,conform to design complete all as specified and directed.
650
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M&L for Pre-cast cement concrete block masonry Type C1, 1:3:6 (using 20mm graded aggregate) with solid blocks, exc. 10cm in width and setting in mortar, complete all as specified and directed.
14.37
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M&L, RCC in M25 (using 20 mm graded aggregate) for Beams, cantilevers, bresummers, lintels over 1.5 m span complete all as specified and as directed.
4.16
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M & L for RCC in M25 (using 20 mm graded aggregate) for Columns, pillars, piers,posts and struts complete all as specified and directed.
0.64
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M&L for fair finished surface ,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 complete all as specified and directed.
3.2
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M&L TMT bars 5 mm dia & over upto & including 10 mm dia in stirrups, spacers & binders complete all as specified & as directed.
125
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M&L TMT bars 10 mm dia & over cut to length, bent to shape required including cranking bending spirally for hooping for column, hooking ends & binding with & including mild steel wire (not less than 0.9 mm dia) or securing with clips quality conforming all as specified & as directed.
190
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M&L for 10 mm thick rendering on surfaces other than fair faces of brick/concrete surfaces in CM (1:6) and finished even and smooth without using extra cement complete all as specified and directed.
90
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M&L for prepartion of new plastered surfaces on walls and applying two coats cement based paint on over one coat of primer with alkali resistant priming paint on walls complete all as specified and directed.
90
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M&L Machine cut kota stone slab flooring 20-25mm thick 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 all as specified and directed.
80
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M & L for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, Fe-410 W(Gde E-250) quality complete all as specified and directed.
65
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M&L forarble work 18 to 20mm thick (table rubbed and polished) insteps, jambs, pillars, windowcills,cooking platforms and like incement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade of Makrana white complete all as specified and directed by the Engr-in-Charge
15
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M&L for manufacturing of ornamental and decorative type steel gate with structural steel conforming to Fe 410-o or 310-O all as specified, revolving on bearing plate including pintal hinges fixed on pillar in PCC blocks of size as required as site , including all locking arrangement, all as per sample approved by the Engr-in-Charge and directed and fixed in position.
Note :-
1. Steel gate shall be manufactured as per sample approved by the Engr-in-Charge . Photographs for the samples shall have to be collected by the contractor from the manufacturer of the gates in the area for approval of the Engr-in-charge. The cost of the same shall be deemed to be inclusive in unit rate accordingly.
90
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