Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date17 May 2024
Closing DateCancelled
Tender Amount₹ 8,80,000
Costs
EMD
₹ 17,600Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_654535_1Tender No
8620/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Removing excavated materials n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point
15.49
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M& L for ATT 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)
11.35
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M &L for ATT Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface
22.4
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M & L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall
22.6
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M & L for ATT Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area
22.58
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M&L for PCC 1:4:8 type D-2 using 40 mm graded stone as in foundation /sub base of floor, filling and mass concrete.
2.54
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M&L for RCC (design mix) M25 ( 20 mm graded aggregates) as in foundations, including rafts, footings, foundation beam, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed.
3.5
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M&L for RCC (design mix) M25 ( 20 mm graded aggregates) as in Columns, pillars, peirs, posts, and struts complete all as specified and directed.
2.76
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M&L for RCC (design mix) M25 ( 20 mm graded aggregates) as in Beams , cantilivers , bressummers , lintles over 1.5 M span complete all as specified and directed.
3.85
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Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beam, sides and soffits(if any) of foundation and plinth beams and similar work, vertical or to batter surfaces for rough finished flat surfaces of concrete, complete all as specified and directed.
20.64
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Formwork rough finished surface of concrete as in Square, rectangular or polygonal to sides of columns, pillars, posts, struts, piers etc.complete all as specified and directed.
40.98
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Formwork to sides and soffits of floor or roof beam, beam hauchings, bressummers, lintels, shelves etc. including supports, overhangs, etc, complete all as specified and directed.
39.33
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S & F TMT bars 10 mm dia and over, cut to length, bent to shape as required incl cracking, bending spirally for hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia, complete all as specified and as directed
979.51
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Ditto but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders etc.
322.34
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Material and labour modular brick work in with fly ash brick bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6.
15.51
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S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steelsheet 0.50mm thick of ancolour having tensilestrength of 550 Mpa as in roof covering/ cladding towall, fixed with self tap ping screws as specified and directed.
72.4
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S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in ridges, roof covering/ clading to wall, fixed with self tapping screws, complete all as specified and dir.
12.8
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S&F for MS framed works as in trusses, purline, rafters, column square/rectangular, round or angle section, fixed with and including iron cleats or other connected plates flate iron wind ties etc incl bending of MS section as requried omplete all as specified and as directed.Fe-410 gd 250
620
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M&L 10 mm thick plaster in cm(1:6) finished even &smooth with trowel without using extra cement shall be provided over all internal surfaces of wall .
109.56
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M&L for rendering 15 mm thick in cement mortar 1:4, in two layers (1st layer 10 mm thick rendering coat and 2nd layer 5 mm thick finishing coat) on brick work or concrete surface, second layer (finishing coat) mixed with liquid water proofing compound @ 200 ml/50 Kg bag of cement as per manufacturer's instructions and finished the surface even and fair without using extra cement complet. Note Liquid WPC will be measured saperately.
93.25
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M&L for applying two coats of cement base paint on wall or concrete over & including a coat of primer on prepared surfaces including, rubbing with sand paper complete.
93.25
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Supplied only Liquid water proofing compound.
1.59
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M&L for applying two coats of oil bound distemper on wall or concrete over & including a coat of primer on prepared surfaces including, rubbing with sand paper complete.
109.56
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M&L for 75mm thick PCC (1:3:6), type C-2 using 40mm graded stone aggregate as in plinth protection, surface finished even & smooth without using extra cement, with and including joint filling (Size 30mm deep x 10mm wide) with sealing compound grade-A at 3m interwal and corner complete all as specified and directed.
16.95
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M&L for broken stone/boulders for hardcore of gauge nexc 63 mm, deposited, spread and levelled in layers nexc 15 cm thick in two layers watered and rammed to true surface.
9.46
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M&L for 75 mm thick PCC 1:4:8 type D-2 using 40 mm graded stone as in sub base of floor.
50.6
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M & L 20 - 25 mm thick machine cut Kota stone slab in flooring or treads single piece of steps over and including 20mm thick screed bed in cement mortar 1:6, laid and jointed with grey cement slurry mixed with pigment to match with shade of slab including rubbing complete all as specified and as directed. Note:- The size of Kota stone slab shall not less than 550 mm x 550 mm cut size, except the location where the balance portion remain less than size as specified above.
23.6
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M&L for 40 mm thick damp proof course in cement cocrete ratio 1:2:4 type B0 to horizantal surface including neccesary formwork complete all as specified and directed.
4.76
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S & F 30 mm thick flush shutters solid core construction with block board core and plywood face panels, commercial type on both sides, supplied and fitted to chowkats, complete all as specified and directed.
5.04
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S&F 2nd class hard wood plain, solid, straight, chowkat and frames, wrought, framed rebated on the solid, rounded or chamfered,put together with glue pinned at joints.
0.08
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S&F ordinary quality 3 mm sheet glass and glazed with oil putty n exc 0.50 sqm in each pane complete all as specified and directed.
2.88
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M&L applying two coats of synthetic enamel paint over a coat of pink primer to new wooden surfaces exc 10 cm width or girth, including preparation of surfaces, complete all as specified and directed.
12.1
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M & L preparation of new surfaces of any description not otherwise described over 10 cm width or girth of steel surfaces at any height and applying two coat of synthetic enamel paints.
100
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S&F Steel window with side hung shutter including projecting type hinges with steel handle and steel peg stay complete with glazing , bars dovetailed or weldedhinges, steel peg stay, complete all as specified and directed.
2.88
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S&F Steel ventilators with top hung shutter including hinges, steel peg stay, complete all as specified and directed.
2.88
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S&F Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165
32
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S&F for channel, angle or tee sections, Flat iron Square/rectangular section fixed independently, without connecting plates, flat iron etc. cut to ordinary length for making steel racks in stores and similar work conforming to Fe.290.Gde-E-165 complete all as spd and directed by engr-in-charge
963.45
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S&F 125 mm size Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 all as spd.
12
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S&F 200 mm long aluminum anodised barrel tower bolts of extruded section as specified.
2
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S&F 150 mm extruded aluminium alloy handles, fabricated type anodised complete all as specified.
4
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S&F for sliding door bolt of Aluminium alloy anodised 250 mm complete
2
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M&L for suspended false ceilling comprising of 4mm thick non asbestos fibre cement bulding boards fixed or laid/inserted to GI frame work with screws over Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/ intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre. Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified
23.6
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M&L for coloured Machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 60mm thickness, M-35 grade
27
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M&L for sand cushioning for Machine pressed precast concrete interlocking paver block including watering and consolidation.
1.08
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Material and labour for point wring ,using approved colour coding (Phase-red,Neutral-black,Earth-green) complete with FRLS PVC insulated and unshealthed stranded copper conductor cable 1.5 sqmm single core conforming to IS 694 including medium duty wiring with copper conductor and casing & Caping conforming to IS 9537(part-3) and ISI marked not less than 20 mm dia with concealed in wall pressed steel terminal box of not less than 2 mm thick of required size including painting terminal boxes inside and outside with two coat of synthetic enamle paint over one coat of red oxide primer with top cover 3 mm thick bakelite laminated sheet with brass screws and Cup washer with all assessories including FRLS PVC insulated and unshealthed stranded copper conductor cable 1.5 sqmm single core in green colour as earth wire connected to earth dolly complete all as specified and directed. Make of wire:- Havells/Plaza/Finolex
(a)One light/fan/exhaust fan point point controlled by 1 No,one way 5/6 Amp switch.
8
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S&F switch piano flush button single pole one way 6 Amp, 240 Volts conforming to IS 3854 ISI marked complete all as specified and directed
8
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S & F ceiling rose, surface Bakelite,isolated body three terminals complete all as directed.
4
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S&F angle holder, insulated polycabonate body with back plate complete all as specified and directed
2
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S&F sheet metal enclosures (MCB Distribution board) when MCB’s to be used single pole and neutral 4 ways 230 volt with 200 amps rated bus bar, double door with bus bar neutral link earth bar, Din rail, necessary blanking plated, including fixing DB flush in wall complete with making good disturbed surfaces as per existing specified and directed .
1
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S&F MCB’s single pole, 10 KA ,6 Amp to 30 Amp 240 Volts,and of ''C'' series with required wiring connections and lugs etc and erecting in provided enclouser/destribution board.MCBs shall be of current limiting type ,ISI marked conforming to IS 8828-1996.the power loss per pole shall be low and shall be in accordance with IS 8828-1996,All cable entries shall be either from bottom or top .MCB shall be of C curve charactertics & shall have quick make and break non welding self wiping silver alloy contact for 10 KA short circuit both on manual & automatic operation .All the active ,live parts of MCBs should be out of human reach ,ensuring safty & conforming to IP 55 degree of protection .The MCBs must house transperent lebel holder to ensure circuit identification .The MCB must have fully insulated safty shutters.The MCB shall have lockable switching lever.The minimum electrical endureance shall be 20000 operations .The housing of MCB shall be mounted self-extinguishing DMC(Dough moulding compount).The short circuit current shall be brought zero within 4 t0 5 milliseconds from the time they are established complete all as directed.
2
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S&F MCB’s single pole and neutal, 10 KA ,32 Amp to 40 Amp 240 Volts,and of ''C'' series with required wiring connections and lugs etc and erecting in provided enclouser/destribution board.MCBs shall be of current limiting type ,ISI marked conforming to IS 8828-1996.the power loss per pole shall be low and shall be in accordance with IS 8828-1996,All cable entries shall be either from bottom or top .MCB shall be of C curve charactertics & shall have quick make and break non welding self wiping silver alloy contact for 10 KA short circuit both on manual & automatic operation .All the active ,live parts of MCBs should be out of human reach ,ensuring safty & conforming to IP 55 degree of protection .The MCBs must house transperent lebel holder to ensure circuit identification .The MCB must have fully insulated safty shutters.The MCB shall have lockable switching lever.The minimum electrical endureance shall be 20000 operations .The housing of MCB shall be mounted self-extinguishing DMC(Dough moulding compount).The short circuit current shall be brought zero within 4 t0 5 milliseconds from the time they are established complete all as directed.
1
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Supply & fix LED tube light along with fixture 4 feet x 18 W complete all as specified and directed
2
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S & F for Highly efficient LED Bulbs, 10 W, used as a ready replacement for existing GLS/CFL direct fit lamp,in B-22 cap of make Bajaj, Havells, HPL complete all as specified and directed
2
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M&L earthing complete with galvanized steel earth plate electrode of size 600mm x 600mm x6.0mm thick buried directly under ground vertically to a depth not less than 2.25 meter below ground level with top edge of the plate at a depth not less than 1.5m below ground level connected to and including galvanized iron wire 4.0mm not exceeding 7.5meters for each earth without protection pipe, including test point by means of bolts, nuts, check nuts, and washers made out of GI all as shown on plate No 5 of SSR Part I to the extent applicable to this item including necessary making PCC pit of size 0.3 m x 0.3 m x 0.3 m (inner size) in mix 1:3:6 type C1 with RCC 1:2:4 type B-1, 40 mm thick cover reinforced with 6 mm dia MS bars 3 Nos both ways with lifting hook made out of 6 mm dia bar and testing on completion to achieve value complete all as specified and directed.
1
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Supply and fix exhaust fan, steel body AC single Phase. 230V of size 380m sweep with, blades, and frame and louvers complete all as specified and directed
2
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Supply and fixing building Security light LED 35 W complete all as specified and directed
2
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Excavation in soft / loose soil in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth and getting out complete all as specified and directed
9
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M&L for sand filling in trenches with clean dry fine sand unwashed including gently punning around cables complete all as specified and directed
3
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Supply and lying XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area , 2 core 16 sqmm
50
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Supplying and laying old size bricks, common burnt clay building bricks sub class 'B' designation 75 complete all as specified and directed
250
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Returning filling with earth obtained from excavation including spreading watering and consolidation in layers not exceeding 25 cms thick complete all as specified and directed
4
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Removing surplus soil to a distance not exceeding 50 metre and depositing at a level not exceeding 1.5 metre above the starting point complete all as specified and directed
5
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