Military Engineer Services Tender
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Costs
EMD
₹ 50,260Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_677459_1Bid Award Id
ViewTender No
CA NO CWE SGNR T-54 OF 2024-25Tender 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 PCC 1:4:8, type D2, using 40mm graded stone aggregate as in filling mass concrete in foundation complete all as specified and directed by Engr-In-Charge.
11
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Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded stone aggregate as in foundation including rafts, footings, foundation beams, plinth beams, bases of columns etc complete all as specified and directed by Engr-In-Charge.
19
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M & L for Applying evenly a coat of blown type bitumen at the rate of 1.50 kg per square metre and blinding with clean dry sand @ 0.05 Cum per Sqm complete all as specified and directed by Engr-In-Charge.
21
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Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-In-Charge.
8
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Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded stone aggregate as in beams, cantilever, chajja, lintels over 1.5 m complete all as specified and directed by Engr-In-Charge.
11
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Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded stone aggregate as in slabs supported on walls, beams and columns in floor, roof, landing, balcknies, conopies, decks, slab and in shelves and like complete all as specified and directed by Engr-In-Charge.
30
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M & L 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; rough finished vertical or to batter complete all as specified and directed by Engr-In-Charge.
98
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M & L Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished vertical or to batter complete all as specified and directed by Engr-In-Charge.
83
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M & L formwork to sides and soffits of floor or roof beams, beam hunching, girders, lintels, cantlievers, shelves including supports, etc for rough finished flat surfaces of concrete complete all as specified and directed by Engr-In-Charge.
200
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M & L formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work; n.exc 200 mm thick (Horizontal or slopping) for rough finished flat surfaces of concrete complete all as specified and directed by Engr-In-Charge.
148
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Material and labour for 10 mm dia and over TMT bars, cut to length bend to shape as required including cranking, hooking etc and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engr-In-Charge.
4544
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Material and labour for 5 mm dia and over upto and including 10mm dia in stirrups, spacers and binders TMT bars, cut to length bend to shape as required including cranking, hooking etc and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engr-In-Charge.
1350
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Material and labour for sand filling under floors or in foundation including watering and consolidation as specified and directed by Engr-In-Charge.
11
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M&L for hard core of broken brick of guage n.exc 63mm deposited spread and levelled in layer n.exc 15cm thick watered and well rammed to true surfaces as s complete all as specified and directed by Engr-In-Charge.
14
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Material and labour for providing 75 mm thick PCC (1:3:6), type C2, using 40mm graded stone aggregate as in plinth protection surfaces even and smooth without using extra cement including provision of construction joints complete all as specified and directed by Engr-In-Charge.
33
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M & L Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and directed by Engr-In-Charge.
2
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M & L Cement concrete 100 mm thick type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-floors, sub bases, floors and pavings, etc complete all as specified and directed by Engr-In-Charge.
152
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M&L Machine cut kota stone slab as in flooring of 20-25 mm thick, set and jointed in cement slurry over & including screed of 20 mm thick in cement mortar (1:6) and pointed in cement mixed with pigment to match the shade of slab including rubbing, cutting and mirror type polishing complete all as specified & directed by Engr-In-Charge.
102
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M&L Granite of any type machine cut 20mm thick, set and jointed in cement slurry over & including screed of 20 mm thick in cement mortar (1:6) and pointed in cement mixed with pigment to match the shade of slab including rubbing, cutting and mirror type polishing & with adhesive complete all as specified & directed by Engr-In-Charge.
12
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M & L brick work with fly ash bricks, straight or curved on plan exceeding 6 metre mean radius built in CM 1:6 complete all as specified and directed by Engr-In-Charge.
24
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M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings, complete all as specified and directed.
Note : Payment for providing grooves shall be made separately.
60
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M&L for Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per pecifications and direction of the Engineer-in-charge
110
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M&L for rendering 15mm thick in cement mortar 1:4 on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed by Engr-In-Charge.
64.6
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M&L for rendering 15mm thick in cement mortar 1:6 on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed by Engr-In Charge.
114
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M&L for 5 mm thick plaster on ceiling/ concrete surfaces in cement mortar (1:3) finished even and smooth without using extra cement complete all as specified and directed by Engr-In-Charge.
131
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M&L for preparation of Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed by Engr-In-Charge.
65
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M&L for Preparation of new plastered surfaces and applying applying wall care putty on ceiling of 3 mm thickness over plastered surface to prepare the surface even and smooth and apply one coat of Oil Bound Distemper on ceiling as specified & directed by Engr-In-Charge.
131
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M&L for preparation of new surfaces including 3 mm wall care putty on walls over plastered surfaces to prepare surface for receiving distempering two or more coats with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification including all preparation complete all as specified & directed by Engr-In-Charge.
114
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M & L for rendering 10mm thick in CM 1:3 for roof with water proofing compound complete all as specified & directed by Engr-In-Charge.
Note : WPC shall be measured and paid seperately.
131
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Supply only integral water proofing compound (WPC) complete all as specified and directed by Engr-In-Charge.
32
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M & L a coat of Bitumen primer for use in waterproofing and damp-proofing treatments @ 0.70 ltr/sqm all described in paras 11.44.5 of MES Schedule Part -I complete all as specified and directed by Engr-In-Charge.
130
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M & L APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (Weight not less than 150 gms/sqm) land on primed surface by forced application complete all as specified and directed by Engineer-in-charge.
130
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Providing and fixing Heat resistance tiles (300x 300x 10mm) with SRI (Solar refractive Index) 78, Solar reflection 0.70 and initial emittance 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of CM 1:4 and grouted the jointed with mix of white cement & marble power in ratio of 1:1, including rubbing and polishing off the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner.
130
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M&L for 18/19 mm thick Block boards, grade 2 quality, interior' grade, decorative type with decorative face veneer on both face, including external teak wood lipping, 6mm thick fixed with nails complete all as specified and directed.
4
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S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors,windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, complete all as per the direction of Engineer-in-charge
30
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S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) work for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings whereever required including the cost of EPDM rubber/ neoprene gasket required (fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, complete all as per the direction of Engineer-in-charge.
20
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S&F sheet glass of 4.8mm ordinary quality and glazing with oil putty, glazing clips etc of area exc 0.5 Sqm in each pane complete all as specified and directed.
4.5
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S&F Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.
7
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M & L for 3 mm thick, plain sheet glass ordinary quality and glazing, with oil putty or with wooden beads (supplied alongwith shutters) in Squares n.exc 0.5 sqm each complete all as specified and directed by Engr-in-charge.
5.4
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S&F Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks or galvanised wire staples complete all as specified and directed by Engr-in-Charge.
5.4
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Supply and fixing 150mm long aluminium, anodised, barrel tower bolts of extruded section complete all as specified and directed by Engr-in-charge.
8
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S & F 150 mm long aluminium handles, fabricated type, anodised complete all as specified and directed by Engr-in-charge.
4
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S&F 100 mm long butt hinges, medium weight, cold rolled, mild steel and fixed complete all as specified and directed by Engr-in-charge.
28
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S & F Floor door stopper of aluminium, 75-100 mm cast iron body, with hard drawn steel spring complete all as specified and directed by Engr-in-charge.
4
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S&F 250mm long, aluminium alloy, anodised, sliding door bolt with hasp and staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolt of extruded sections or cast aluminium alloy and fixed complete all as specified and directed by Engineer-in-Charge.
2
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S&F door closer hydraulically regulated, aluminium (extruded section body) designation No 1 universal type, suitable for door shutters upto 700mm in width and of weight not more than 35 kg and fixed complete all as specified and directed.
4
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S & F 2nd class hardwood Small fittings such as brackets of any type, latch and hinge blocks, shaped door and window stops and the like, including all necessary' labours; articles n exc 200 cu. cm each complete all as specified and directed by Engr-in-charge.
4
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M & L Coloured glazed ceramic tile 450x300x7 mm/350x 250x 7mm thick on vertical surface such as skirting / dados set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade over & including screed of 10 mm thick rendering in cement mortar (1:4) complete all as specified & directed by Engr-In-Charge.
75
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S&F three layered rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 1000 Ltr capacity hoisted and fixed in position all as specified including PVC float valves, high pressure, with polythene float and fly nut complete screwed for 20mm bore iron pipe & dismantling existing water tank complete all as specified and directed by Engr-in-charge.
1
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S&F 20mm gun metal globe or gate valve with iron wheet head, screwed both ends for iron pipe and fixed complete all as specified and directed.
2
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S&F 15mm bore GI tubing medium grade with all fittings fixed to walls or laid in floors complete all as specified.
15
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S&F 20mm bore GI tubing med grade with all fittings fixed to walls or laid in floors complete all as specified.
35
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S&F vitreous china wash basin, size 550x400mm white flat back including cutting for and pinning in ends of brackets or erecting stand including 32mm waste fittings, 15mm fancy type chromium plated pillar taps, cast copper alloy, with capstan heads, screwed down high pressure, with long screwed shanks and flynuts, screwed for iron pipe and chromium plated with long screwed shanks & fly-nuts, flange end bedded in red lead cement with PVC connections 15 mm size, 450 mm long with PTMT nuts and other end fixed.
1
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S&F sinks made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes,, including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connection union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and directed.
1
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Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra complete all as specified.
50
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified.
1.5
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M&L for providing and fixing Gypsum Board 12mm thick in ceiling anodised aluminium snap grid frame work for false ceiling fixed with screw and hangers 6mm dia G.I (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of G.I flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia, 40mm longs per manufacturers instructions complete all as specified and directed.
78
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M&L for point wiring complete with ISI marked 1.5 sqmm single core PVC insulated unsheathed cable 1100V grade FRLS with multistranded copper conductor drawn through concealed in wall/ceiling surface in existing PVC rigid concealed conduit suitable size with all accessories such as bend, reducers, MS hooks, MS junction boxes, 2mm thick galvanised steel pressed sunken terminal boxes of suitable sizes for mounting of modular switchs, sockets, fan regulator etc covered with modular cover plate of required color fixed with brass screws and cup washers painting terminal boxes inside and outside with one coat red oxide primer including fixing and 1.5 sqmm copper conductor as earth continuity to connect common earth dolly completed for the following all as specified and directed by Engr-in-Charge :-
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One light point/Fan point/Exhaust point controlled by one way switch
31
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One three pin socket out let 5 amps on the same board with other switches
6
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One 3 pin, 5A switch socket outlet point on independent board
6
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All as per Ser item No 61.00 above but with 2.5 Sqmm cable for 1 No 16 amps socket outlet point on independent board including 2.5 sqmm PVC insulated unsheathed cable multistranded with copper conductor green in colour as earth continuity conductor.
8
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Supply and fixing LED tube light fiting 20W, (4 feet long) 230 V, surface and wall mounted LED batten with polycarbonate housing & integrated electronic driver and including connections up with copper conductor wire with suitable size as per specification and directed by Engineer-in-charge.
20
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M&L ceiling rose 3 terminal / PVC / polycarbonate isolated body
25
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S&F Modular type switch single pole 1 way 6 amps 230 volt AC supply complete all as specified.
43
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S&F Modular Socket 6A 2/3 pin combined 2 module socket 230 volt AC supply complete all as specified.
12
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S&F Modular type switch single pole 1 way 16 amps 230 volt AC supply complete all as specified and directed.
8
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S&F Modular socket 6A / 16A -2/3 pin combiner 2 module, 230 volt AC supply complete all as specified and directed.
8
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Supply and fixing (concealed flush to wall) factory made DB (made out of CRCA sheet not less than 1.2mm thick, fitted with DIN channel neutral link and 250 Amp rated bus bar) VTPN, 4 Way, suitable for mounting MCCB/MCB, conforming to IS-13032, DB shall be semi glosy finished with epoxy polyster based powder paint sprayed and backed at high temperature between powder paint process to ensure smooth finish and protection against corrosion atmosphere. The DB shall be double door type with hinged door with locking arrangement, the DBs shall be same make as MCBs, DB shall be provided with level marking indicating the incoming and outgoing circuits on always as specified. The DBs shall be of IP-42 protection class, including taking down unserviceable old DB any type including MCB etc and including making good disturbed surfaces of walls as necessaty complete all as specified and directed by Engineer-in-charge.
Note :- MCCB/MCB shall be measured and paid separately under appropriate item of BOQ.
1
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S&F MCCB 4 pole, 415 V, adjustable type, 63 Amps with breaking capacity 16 KA complete all as specified and directed by Engr-in-Charge.
1
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Supply and fixing amp rating 240V, 10KA 'B' curve miniature circuit breaker (MCB) of single poles and current carrying capacity 5 to 32 AMP and in the MCB DB complete with connection testing and commissioning complete all as specified and directed by Engr-in-Charge.
10
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M&L for earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6mm thick buried directly in ground vertically to a depth not less than 2.25 Mtr below ground level with top edge of earth plate at a depth not less than 1.5 Mtr below ground level, earth plate surrounded by 15cm thick packed layer of charcoal dust and common salt, connected to galvanized iron earth lead wire 4mm dia (8 SWG) by means of bolts, nuts and washers of galvanized iron or steel and thimbles upto equipment and other end of the earth wire connected to earthing test point and protected by galvanized iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade with funnel & wire mesh, PCC chamber in cement concrete (1:2:4) type B-1 including 40mm thick pre casr RCC (1:2:4) type B-0 cover and 40 x 40 x 6mm angle iron frame on top of pit cover and excavation & earth work complete all as shown on electrical plate No. 3 of MES Schedule Part - I of SSR-2009 complete all as specified and directed by Engineer-in-Charge. Note : (i) GI wire upto earth earth test point/ equipment is included in this item.
1
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Supply and laying steel water tubing, 40 mm dia ISI Marked, 'light grade' galvanised, including tube fittings Viz Tees Socket bends elbows, union nipple etc screwed and socketed joint laid in trenches/under road with all fitting including taking down old Unserviceable pipe any type complete all as specified.
4
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Supply and fixing LED street light 25 watt luminaries comprising of epoxy powder coated housing, enclosed with glass cover including 40mm GI bracket and fixing arrangement in road light, security light etc complete with all accessories and including connecting up with twin core twisted flexible copper conductor cable 1.5 Sqmm with suitable size and including taking down defective unserviceable street light any size as per specification & as directed by Engineer-in-Charge.
4
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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
4.05
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Supply and spread dry fine aggregate sand in trenches for cable cushioning all as specified on both top and bottom of cable including ramming all as specified and directed by Engr-in-Charge.
Note : For the purpose of payment the punned thickness only measured.
4.05
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Supply and lay brick tiles, common burnt clay building bricks sub/class ‘B’ of standard size lain in trenches of across the cable protection complete all as specified and directed.
0.4
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Supply and Laying XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 16 Sqmm 4 core in trenches/floors/wall and under road including connecting with suitable aluminium lugs and including taking up defective unserviceable cable of the any sizes all as specified and directed by Engr-in-Charge. Note: Earth work, Sand cushioning, GI pipe and cable cover for protection to be measured and paid separately.
70
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Supply & fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1400 mm sweep. Min air delivery 245 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as directed.
6
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S & F DBOXx SRCD (Socket Residual Current Device) is ready plug & play all -in-one device that provides protection to humans from electric shock due to direct or indirect contact as well as provides protection from overload and short circuit faults Single pole complete with one SPN MCB 20 Amps, 240 V, AC supply, and plug top all type as specified and directed by Engr-in-Charge.
4
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Supply and fixing exhaust fan steel body, AC single Phase 230V, 50 Cycle per second, size 300 mm sweep with blades and frame including self closing GI louvers off mode protection against birds etc mounted in suitable opening arrangement and connecting up and including three core PVC Insulated PVC Sheathed copper conductor flexible cable1.0 Sqmm drawn in flexible PVC conduit and hanging on wall with 4 Nos steel fastners 10mm dia 100mm long including hole in wall and making good the disturbed surface complete all as specified and as directed by Engineer-in-charge.
1
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