Military Engineer Services Tender
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Military Engineer Services - MES Tender
Electrical and Electronics
Electrical Works
Eprocure
Opening Date1 Mar 2025
Closing Soon10 Mar 2025
Tender Amount₹ 48,00,000
Costs
EMD
₹ 96,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_696711_2Tender No
8264/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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M & L for Cement Concrete type C 2 (1:4:8) using 40 mm graded stone aggregate as in foundation filling and mass concrete in fixing of fencing post
14
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M & L for Cement Concrete type C 2 (1:3:6) using 40 mm graded stone aggregate as in foundation filling and mass concrete in fixing of fencing post including necessary form work if required at site complete all as specified and directed.
81.9
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S & F Hand rails, half round or other stock section or core for wooden hand-rail straight portion,drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolt posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165 all as specified and directed.
13900
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S&F mild steel screw bolts (Machine made) with hexagonal or square heads at one end and the screwed the other to be fitted with washers and one hexagonal or square but exc 5 cm but n.exc 10 cm long, dia of shank 5 to 10 mm all as specified and directed.
200
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Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and approved by GE.
12000
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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc.including provission of binding wire complete all specified and directed.
2810
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S& F in repairs galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
147
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M & L for treating ends of posts, backs of chowkhats, etc., area tarred exc. 0.1 Sqm but n.exc 0.5 Sqm each complete all as specified and directed.
5.6
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M&L for preparing new steel surfaces of any description width or girth exc 10 cm applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified.
352
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All as per item above but n.exc 10 cm width or girth
516
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S & F of Concertina coil fencing with punched tape concertina coil 900 mm dia having 50 row round per 6 mtr length spring core wire ( 2.5 mm thick ) of high tensoil stength of 165 Kg/Sq mm with tape ( 0.52 mm thick ) and weight 43.47 gm per meter and fixing the same with existing / new Y shape angle iron placed 3 m apart whith all fixing arrangement GI wire. Note :- The concertina coil shall be fixing on existing T section angles and dia shall be maintained 900 mm including fixing clips / binding wires required for tieing up concertina to angle iron frame .
680
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Surface excavation n,exc 30cm deep and avg. 15cm deep and getting out in hard/ dense soil.
43.5
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Excavation in trenches n.exc. 1.5 M wide and n.exc. 1.5 M in depth for foundation and getting out in Hard/dense soil complete all as specified and as directed by Engr-in charge.
36
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M&L cement concrete, 1:4:8 type D2 (40mm graded agg) as in foundation, filling & Mass concrete work complete all as specified and as directed by Engr-in charge.
2.4
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M&L for form work to sides of concrete foundation, footing, bases of columns,raft and raft beams, sides and soffits and plinth beams and similar work, vertical or to batten & appear rough finish flat surfaces on concrete all as specified.
43
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M&L for form work to sides and soffit of floor or roof beams, beam hauchings, girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhangs etc also splays between floors and bemss etc& appear rough finish flat surfaces on concrete all as specified.
34.6
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M&L for form work to sides of Pillars, posts, struts piers, columns etc in squarre, rectangular or polygonal and stanchions & appear rough finished surfaces of concrete all as specified.
45.5
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M & L for form work to soffits of suspended slabs such as roof slab, floor slabs, landings and similar work, n.exc 200mm thick flat & appear rough finished surfaces of cencrete complete all as specified.
38.5
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M&L for form wok to edges of concrete flats, treads, breaks in floors, windows cills, concrete railings, floor and roof n.exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10 cm but n exc 20 cm wide & appear rough finished surfaces of cencrete complete all as specified.
30.5
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M&L for Formwork to chullah hoods, chajjas, troughs and similar items including edges etc & appear rough finished surfaces of cencrete complete all as specified.
1.8
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M&L M-25 (Design Mix) using 20mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc complete all as specified and as directed by Engr-in charge.
7
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M&L M-25 (Design Mix) using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts etc complete all as specified and as directed by Engr-in charge.
4.45
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M&L M-25 (Design Mix) using 20mm graded stone aggregate 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 by Engr-in charge.
9.35
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M&L M-25 (Design Mix) using 20mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and as directed by Engr-in charge.
0.25
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M&L M-25 (Design Mix) using 20mm graded stone aggregate as in Chajjas etc complete all as specified and as directed by Engr-in charge.
0.2
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S&F Mild Steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking , binding spirally for hooping end and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified.
1300
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All as per item above but 5mm dia and over up to & including 10mm dia in stirrups, spacers & binders complete all as specified.
270
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M&L for brick work with sub class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified.
14.85
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Material and labour for rendering 10mm thick internal surfaces in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished even and fair without using extra cement completed all as specified and as directed.
58.5
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M&L 15 mm thick rendering in cement mortar 1:4 mixed with water proofing compound finished with even and smooth Completed all as specified and as directed.
86.5
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M & L 5 mm thick rendering in cement mortor 1:3 on concrete surfaces as in ceilings (sunshed, chajja etc) and finishing surfaces even and smooth without using extra cement.
22
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M & L for 75 mm thick Plain Cement Concrete type D 2 (1:4:8) using 40 mm graded stone aggregate as in sub bases, sub floors finished the surface even and rough complete all as specified and directed.
22
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M&L for Moorum/red bajri filling in floors /laid in layers n.exc. 15cm thick,spread ,levelled and rammed including watering complete all as specified and directed.
4.4
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M&L for hard core of broken stone or boulders of gauge n.exc. 63mm deposited spread and levelled in layers n.exc. 15 cm thick watered and rolled/ rammed to a true surfce.
4.05
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Material and labour for Machine cut kota stone slab flooring 20 to 25mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab over and including 15 mm thick cement screed bed in cement mortar 1:6 including rubbing and mirror polishing complete all as specified and as directed.
22
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Material and labour for kota stone slab 20 to 25mm thick in riser of steps, skirting, dado and pillars laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab over and including 10mm thick rendering in cement mortar 1:4 including cutting, rubbing and mirror polishing complete all as specified and as directed.
6
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M&L for 10 mm thick rendering on RCC Roof top surface in cement mortar 1:3 mixed with WPC @ 3% by wt of cement finished the surfaces even and smooth complete all as specified . Note :- WPC shall be measured seperately as supply only.
44.5
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Supply only integral water proofing compound.
4.4
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M&L for cleaning the newly plastered surfaces thoroughly with wire brushes and providing water proofing treatment all as directed and given here in after (a) Bituminious primer @ 0.3 ltr per Sqm confirming to IS 3384-1986 on roof surfaces prior laying APP. (b) Providing water proofing treatment with polymeric APP modified bituminous membrane(weighing 3.2-3.5 kg/sqm) reinforced with non voven polyester mat of weight 160 gms/sqm as centre core applied by thermo fusion using LPG torch on the bottom portion of the membrane. (c) Applying two coat of bituminous aluminium paint @ 0.10 kg/ sqm over membrane
44.5
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S&F Pressed steel frames 105x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete, as specified, supplied and fixed
6
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S & F 35mm thick, factory made panelled door shutter (two panel), plain, framed with 2nd class hard wood lock rail and panel of 12mm veneered particle board with commercial veneering on both faces. The size of rails and stile as per IS-1003 (Part I), kiln seasoned and chemically pressure treated complete as specified and directed.
2
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S & F 200 mm aluminium anodised barrel tower bolts of extruded section
2
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S & F 150 mm extruded aluminium alloy handles , fabricated type, anodised
2
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S&F of 140mm size floor door stopper aluminium alloy body and tounge,anodised,with hard drawn steel spring fix in possition by screw.
1
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S & F 300 mm long aluminium alloy, anodised sliding door bolt with haps , staple, bolt type and fixing clip of sheet, cast of extruded section and fixing bolt fixed all as directed.
1
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Material and labour for Aluminum powder coated sliding window with aluminium powder coated three track frame of size 116mm x 25mm & 1.6 mm thick with 3 Nos sliding shutters of powder coated aluminum section (top rail bottom rail and style of size 50mm x 25mm & 1.4mm thick) screwed to walls/floor including provn of tinted sheet glass panels of 5mm thick fitted in pannels (2 Nos) and one shutter with stainless steel wire cloth 0.36 mm nominal dia and width of aperture 1.40mm with and including necessary locking device, jointing cleats, glazing clips, rubber packing beading , aliminum bidding and screws etc. complete all as specified and as directed by Engineer-in-Charge..
3.6
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M&L framed work such as grills grating etc with end of bars shoulderd and/or riveted . Welded or forged into spikes. Framedguard bars iron doors . Ladders framed baiusters , walk ways . Railings , frame work of of water tanks and ssimilar work conforming to fe410.
108
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S&F 25 mm dia stainless steel Drapery curtain rod complete with stainless steel bracket and side caps fixed in position by drilling holes in walls and fixed the brackers with rawl plug and steel screw compete all as specified as directed.
5.8
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M&L for applying two coat of Synthetic enamal paint over a coat of red oxide primer on new steel based surfaces exc.10cm width or girth including preparation.
3.6
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M & L two coats of synthetic enamel paint over one coat of pink primer on wood or wooden based surface exc. 10cm width or girth including preparation of new or previously untreated surfaces.
5.2
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M&L for applying total thickness not less than 3 mm thick wall care putty in two layers on newly plaster surface of walls to achive smooth complete all as directed.
58.5
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M&L for preparation of newly plastered /wall care putty surface and applying two coats of distemper oil emulsion over a coat of alkali resistant primer complete all as specified and directed.
58.5
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Material and labour for preparation of newly plaster surfaces of ceiling and applying three coats of white wash complete all as specified and as directed.
22
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M&L preparing new plastered surfaces of walls and applying two coats or more applied@1.67ltr/10sqm of Exterior acrylic emulsion Weather coat Anti Fungal over one coat of primer@2.20kg/10sqm complete as specified and directed.
86.5
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M & L for 75mm thick cement concrete (1:3:6) type C2 using 40 mm thick graded stone aggregate as in plinth protection laid in alternate bays n exc 2.5m length finished even & fair and joint to be filled with Bituminous mastic filling all as specified.
21.5
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M & L for 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms, shelves and like jointed over and including 10mm thick cement mortar 1:4 screed and pointing in white cement 1:2 using marble dust with admixture of pigment to match with shade of granite, incuding grinding, moulding and polishing to exposed edges complete all as specified.
3.25
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Refilling filling in including spreading levelling watering and well ramming in layers n.exc. 25cm deep as in hard/dense soil copletete all as specified .
29.2
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Removing excavated material exc. 250m but n exc. 500 m and depositing where directed .
13.3
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M&L for Treating the bottom and sides of excacation at the rate of 5 Litres of Anti-Termite emulsion per square metre of surface area complete all as specified.
24
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M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of Anti termite emulsion per square metre of vertical surface all as specified
22
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M&L for treating the top surface of filled earth at the rate of 5 Litres of Anti termite emulsion per square metre of surface all as specified
22
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M&L for treating the soil under plinth protection at the rate of 5 Litres of Anti termite emullsion per square metre of surface area all as specified.
21.5
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Rough excavation not exceeding 1.5 m deep and getting ou in soft/loose soil complete all as specified and directed.
9.6
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Removing excavated material exc 500m & n exc 1.5 Km and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.
9.6
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Surface excavation, n exc 30cm deep and averaging 15cm deep getting out in soft /loose soil complete all as specified
10
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M&L for Hardcore of gauge not exc 63mm broken stone or boulders deposited, spread and levelled in layers not exc 15 cm thick, watered and rolled/rammed to a true surface for levelling the surfaces, complete all as specified and directed.
1
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M&L for 100mm Cement concrete type D-2, 1:4:8 (40mm graded aggregate) in foundation filling and mass concrete or under floors all as specified and directed by Engineer-in-charge.
1
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M&L for Sand filling under floors or in foundations including watering and consolidation under paver blocks
0.3
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M&L for Machine pressed rubber moulded precast concrete interlocking paver block any shape and size rubber moulded confirming to IS 15658-2006 of 60 mm thickness, M-35 grade with grey cement and pigments.
10
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M&L, cement concrete type B-0,1:2:4 (20mm graded aggregate) as in coping,kerbs, ramp including slightly rounded or chamfered angles and throating all as specified and directed by Engineer-in-Charge
0.1
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Removing excavated material not exceeding 500 metre and depositing where directed at a level not exceeding 1000 metre above the starting point complete all as specified and as directed.
1.5
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M & L for Point wiring with 1.5 Sqmm (nominal area) PVC( FRLS) insulated sheathed copper stranded conductor cable run in and including concealed in wall/floor PVC conduit not less than 20 mm medium grade as per IS with all fittings such as bends, tee,junction boxes,etc of suitable size including 1.5 Sqmm PVC(FRLS) insulated copper earth continuity conductor connected to common earth dolly and including MS/GI sunken boxes with modular inner & surface plate suitable for housing modular switches, sockets,fan regulators etc for one light/fan/call bell point controlled by one 1- way switch complete all as specified and as directed by Engr -in -Charge. Note:- Cutting & making good of chasis in the wall/Roof/Floor is deemed to be inclued in the quoted rates.
6
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All as per item no 03 but for One 5 Amps socket point on same/below board with other switches.
2
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All as per item no 03 but for One 5amps switch socket point independent.
2
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M & L for Point wiring with 2.5 Sqmm (nominal area) PVC( FRLS) insulated sheathed copper stranded conductor cable run in and including concealed in wall/floor PVC conduit not less than 20 mm medium grade as per IS with all fittings such as bends, tee,junction boxes,etc of suitable size including 1.5 Sqmm PVC(FRLS) insulated copper earth continuity conductor connected to common earth dolly and including MS/GI sunken boxes with modular inner & surface plate suitable for housing modular switches, sockets,fan regulators etc Note:- Cutting & making good of chasis in the wall/Roof/Floor is deemed to be inclued in the quoted rates.
5
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Supplying and fixing Modular switch , one way, 16 amps, one Module of Make:- Ancher Roma/Legrand/ Crabetree.
5
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Supplying and fixing Modular socket 16 amps-6 pin multipin, 2 Module of Make:- Ancher Roma/Legrand/ Crabetree.
5
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Modular switch one way 6 Amp,1 Module , Make Legrand / Anchor Roma/Crabetree .
10
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Supplying and fixing Modular socket, 6 amps-2/3 pin combined, 2 Module, Make Legrand / Anchor Roma/Crabetree .
4
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Supply & Fix Modular Fan regulator electronic step type 230 V 2 Module. Make :Legrand/Anchor/Roma.
2
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Supply & Fix Ceiling rose surface type, PVC/Polycarbonate isolated body size 50x28 mm two to three terminals. Make : Anchor/Leader.
6
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Supply and fix in repair MCB SP 6 to 32 Amps 240 volts 10 KA C series. MCB with separate short circuit indication type Make Legrand Cat. Nos 408595 Or equivalent Make :Siemens/L&T, Complete all as specified & as directed by Engineer-In-Charge
6
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Supply and fix in repair MCB SPN 6 to 32 Amps 240 volts 10 KA. Make Legrand Cat. Nos 408617 Or equivalent Make :Siemens/L&T, Complete all as specified & as directed by Engineer-In-Charge
1
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Supply and fix in repair Sheet metal enclosure for DB’s SPN, with 200 amps rated bus bar ,8 way ,240 volts double door. Make : Standard/HPL/Legrand.,Complete all as specified & as directed by Engineer-In-Charge.
1
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S&F ceiling fan 1200 mm sweep,230 V, 5 star rating (after assembling the same ) with the fan hook/box including connecting with provision of flexible cord 3 core stranded copper conductor of size 0.50 sqmm from from connector block to fan including connecting to earthing point and fixing regulator all as specified and directed. Make-
2
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Supply and fix in repair decorative ultra slim square profile linear Light Linea lighting fixture extruded polycarbonate, enviromental frendily, energy efficent ready to use pack 20W LED 6000K, complete all as specified and directed by Engineer-in-Charge. MAKE : Crompton, Model No. LDLL20-WW or equivalent in Bajaj/ HAVELLS.
4
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M&L earth continuty conductor or main earthing lead fixed to wall on porcelin insulators or recessed or chases or burried in ground or drawn in conduit / pipe or fixed to poles or any other indicated situation for loop earthing etc as requid 25 x 3 mm aluminium strip.
50
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Supply & laying, jointing and testing GI water tubing light grade with all fitttings in trenches for bore of 40 mm dia , complete all as specified and as directed by Engineer-In-Charge.
6
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M&L for air termination single pointed aluminium rod 12 mm dia and 300mm long duly fixed on 150 x 150 x 200mm height PCC casting and insulating material on top complete all as specified and directed
6
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M&L for test point terminal block made of gun metal or phosphorus bronze size 75 x 75 x 25mm drilled and screwed including 3nos 8mm dia 25mm long hex head screw complete all as specified and directed by Engr- in- charge.
2
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M&L in repairs for PCC block on roof top comprising 1:3:6 of required size at places where directed & laying,clamping the strip any size secured on the block with suitable size GI bolt duly grouted, nut bolt washer etc.
6
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M&L for earthing complete with galvanised , burried directly and preferably vertically in ground level (earth pit not less than 2.25 Mtr deep below ground level ) with top edge not less than 1.25 Mtr below normal ground level, connected to galvanized iron strip 32x6 mm as earth lead by means of bolts, nuts ,washer and check nut of galvanized steel, earth strip protected by and including GI pipe 50 mm bore (light grade) and connected to main test point as directed and including concreet pit in PCC (1:3:6) type C1, pre cast RCC 1:2:4 type B1 cover slabe of size 55x55x5cm re-inforce with 4 mm dia TMT Bars @ 150mm C/C both ways with one handle for lifting, made out of 8mm dia TMT bar embeded in pre cast cover slab,wiremesh funnel, 20mm bore GI Pipe (Medium grade) for watering, charcoal and salt in alternative layers of 15cm thick all arround the electrode, including necessary excavation and earth work in any type of soil including taking out old UNSV earth plate electrode etc complete all as shown in electrical plate No-3 of SSR part -I and testing on completion all as directed.
1
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Supplying,laying in trenchs or passing through pipe, fixed to pole or as indicated at site, commissioning and testing XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured electric power cable (heavy duty) with stranded aluminium conductor,1100 volts, grade of size 2 core 16Sqmm, duly fixed on wall with suitable size of clamp , screw etc complete all as specified and as directed by Engineer-in-Charge.
40
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NOTE:
Chain link fencing and its connected items will be executed partly in Borgad Top. All the above items of works will be executed in Chamberleni and Borgad Top
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