Military Engineer Services Tender
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Costs
EMD
₹ 96,680Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690636_1Tender No
GE/DW-81 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
Spl Repair to Bldg No P-153 at 629 Tpt Coy ASC in the AOR of AGE B/R-III under GE (west) Delhi Cantt-10.
Spl Repair to Bldg No P-153 at 629 Tpt Coy ASC in the AOR of AGE B/R-III under GE (west) Delhi Cantt-10.
Spl Repair to Bldg No P-153 at 629 Tpt Coy ASC in the AOR of AGE B/R-III under GE (west) Delhi Cantt-10.
BOQ Items
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Earth work in excavation by machnical means (hydraulic excavator) in trenches for foundations, drains, cables etc.(not exceeding 1.5 m in width) and for shafts, wells,cesspits and the like not exceeding 10 sqm on plan, including drseeing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed ,within a lead of 50 metres complete all as specified and directed.
23.1
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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.
30.95
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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 directed.
26.01
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Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed.
144.72
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Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed.
22.65
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m complete all as specified and directed.
22.58
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M&L for Brick work with Sub class 'B' bricks straight or curved on plan exceeding 6m mean radius, built in Cement mortar 1:6 incl Demolition of brick work or stone/boulder masonry built in cement mortar incl all quoins, arches, pillars etc but excluding ashlars facings dressed stone work and Precast concrete articles, complete all as sfd and directed.
13.47
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M&L for Cement Concrete (RMC) in RCC components including Floor Slabs, Beams, cantllever Slabs, & Beams, columns, Mumtee Slabs and Beams, Facla, Parpet, columns ets : Providing and laying in position M25 grade of cement concrete in Beams, Slabs, Columns upto a floor 5 level, complete as per specifications and as directed by Engr-in-charge.
3.89
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S&F TMT bars 10mm dia and over, cut to lenght, bent to shape required, including cranking, bending spirally for hooping for coloums, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips as specified and directed.
3000
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All as per Srl item No. 12 above but TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders complete all as specified and directed.
337.48
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MICRO CONCRETING IN COLUMN AS PER DRAWING (FOR REPAIR AND STRENGTHENING) UP TO TERRACE LEVEL
11.88
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Providing and applying a non shrink, polymer modified cementious micro concrete brendroc RG or equivalent from SIKA/BASF having compressive strength (BS 4551-80)-50 Mpa at 28 days, tensile strength 2 Mpa @28 days, flexural strength (BS 4551-80)-5 Mpa at 28 days. product shall have A1 class fire rating confirming to EN1504 cl 5.5. thermal productivity of 1.5 W/m degree C. Renderoc RG canbe applied in section up to 100 mm deep. Pouring the same into the formwork using suitable arrangement or if required using pumping device for uniform flow of micro concrete. Rate is inclusive of preparatory work from item i) to item v) below, rates also includes rates of material , labour, tools and plants cost of shuttering and scaffolding, safety arrangement quality control and testing etc. complete as per spacification as per Engineer-in-charge.
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i) Chipping of plaster and unsound/weak concrete material till reinforcement bars are exposed, which enable their rust remove vide items. ii) below, slabs, beams and columns etc. with standard power driven percussion type or pneumatic chisel of standerd make as directed by engineer-in-charge including tepering all edges,making square shoulders of cavities etc complete and disposal of debris up for all lifts and leads.
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ii) Rust removal by providing and applying fosroc reebaklens rr or equivqlent from SIKA/BASF, a combination of of acid based material, corrosion inhibitors and dispersing agents rust remover, for removal of all rust/ scales/corrosion fromreinforcement bars before microconcreting or patch repair. it shall be applied with brush for complete watting of rustred metal surface as coverage fo 2-2.5 sqm/ltr. and allow to react fpr 16-24 hours. After 24 hours, a white later will appear which will protect further corrosion of metal/ steelfor above 5-7 days. befor applying any protective coating, the surface should be wired brushed through cleaned for rust with dry cloth.
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iii) Anticorrosive treatment by providing and applying nitozinc primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5MPa as per ASTMd4541, & shall comply to per ASTM b-117 to be applied on well cleaned, fully exposed and all loose scale, rust free surface obtained by grit blasting or suitable means, to be done with coverage @4.5 sqm/ litres to achieve a minimum thickness of 40 microns DFT or as per direction of Engineer-in-charge.
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iv) Epoxy bonding for old concrete & new concrete by providing and applying bond coat on the prapared surface with two componant epoxy based bonding coats Nitobond EP of fosroc make or equivalent, having spacific gravity 1.15 to 1.2 gm/cc compresive strength (BS 6319 pt.2)- 50Mpa at 7 days, flexural strength (BS 6319 Pt.3)- 35 Mpa at 7 days. tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30 'c. Bonding agent shall have coverage not less than 2.5 sqm/litres. Laying of reinstatement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat.Item rate is inclusive of materials all labour, tools and tackles, complete as per spacification and as directed by Engineer-in-charge.
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v) Work will complete only afte proper wet curing has been done and testing of Microconcrete cubes filled up and cured by contractor during column jacketing work ( 100 mm size cube crushing strength at the end of 28 days to be not less than 45 N/sq.mm) and testing mandated under item "Testing of work".
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PMM Repairs (FOR PATCH REPAIRS)
132.02
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(a) Upto 50 mm average thickness (in 2 layers ) up to Terrace level
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PMM repairs at (a) above shall be done as per following methodology (From sub item (i) to (ii) below)
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i) Chipping of plaster and unsound/weak concrete material till reinforcement bars are exposed, which enable their rust remove vide items. ii) below, slabs, beams and columns etc. with standard power driven percussion type or pneumatic chisel of standerd make as directed by engineer-in-charge including tepering all edges,making square shoulders of cavities etc complete and disposal of debris up for all lifts and leads.
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ii) Rust removal by providing and applying fosroc reebaklens rr or equivqlent from SIKA/BASF, a combination of of acid based material, corrosion inhibitors and dispersing agents rust remover, for removal of all rust/ scales/corrosion fromreinforcement bars before microconcreting or patch repair. it shall be applied with brush for complete watting of rustred metal surface as coverage fo 2-2.5 sqm/ltr. and allow to react fpr 16-24 hours. After 24 hours, a white later will appear which will protect further corrosion of metal/ steelfor above 5-7 days. befor applying any protective coating, the surface should be wired brushed through cleaned for rust with dry cloth.
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iii) Anticorrosive treatment by providing and applying nitozinc primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5MPa as per ASTMd4541, & shall comply to per ASTM b-117 to be applied on well cleaned, fully exposed and all loose scale, rust free surface obtained by grit blasting or suitable means, to be done with coverage @4.5 sqm/ litres to achieve a minimum thickness of 40 microns DFT or as per direction of Engineer-in-charge.
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iv) Epoxy bonding for old concrete & new concrete by providing and applying bond coat on the prapared surface with two componant epoxy based bonding coats Nitobond EP of fosroc make or equivalent, having spacific gravity 1.15 to 1.2 gm/cc compresive strength (BS 6319 pt.2)- 50Mpa at 7 days, flexural strength (BS 6319 Pt.3)- 35 Mpa at 7 days. tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30 'c. Bonding agent shall have coverage not less than 2.5 sqm/litres. Laying of reinstatement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat.Item rate is inclusive of materials all labour, tools and tackles, complete as per spacification and as directed by Engineer-in-charge.
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v) PMM by providing and laying componant, polymer modified, fibre reinforced cementitious repair morta, rendroc SP40 or equivalent from SIKA/BASF over the tacky bond coat, that achieves compressive strength (BS 1881Pt.116) 20 Mpa at 1 day, 45 Mpa at 28 days, tensile strength 2.5 Mpa , flexural strength 7 Mpa at 28 days. Finishing the same with trowel carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beam, slab, piles etc. , complete in all aspect as per manufactur's methodology. Rate include cost of all labour, material, tools and plants, propping, scaffolding, shuettering, safety arrangement, quality control, testing complete as per spacifications and direction of Engineer-in-charge.
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vi) Item rate of PMM 25mm and PMM 50mm (againts items (a) and (b) respectively) are include of all materials, labour, tools and plants, propping, scaffolding, shuettering, safety arrangement, quality control, testing complete as per spacifications and direction of Engineer-in-charge. Work shall be complete only after proper wet curing has been done by contractor and surface has been evaluated for satisfactory quality by sounding/tapping with blunt metal instrument, and testing for PMM cube filled up and cured by contractorduring the application of PMM (75mm size cube crushing strength at he end of 28 days to be not less than 45 N/sqm m) in addition to NDT Testng as per under item of "Testing of work".
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NOTE:- Keeping in view high cost of pmm work above, it is meant to be used for patch repair , of RCC slabs , beams and columns. For through repair of slab and beams shotcrete (gunniting) work is economical alternative. And for continuous repairof columns like one floor height or through all the 4 floor heights, shotret (gunnting)is the option but for strengthening of column along with surface repairs the provision of microconcrete has been kept.
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WATER PROFFING of Terrace Mother Slab (new slab or old slab after removal of Mud Phaska Brick Koba or any other type of water proffing upto a Terrace level)
399.04
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Waterproof coating including surface preparation and laying of geotextile layer Providing and applying waterproofing treatment to sound, moisture free concrete surface using Nitoproof 600PF manufactured by Fosroc or equivalent from SIKA/BASF by authorised applicator. Nitoproof 600 PF shall be liquid applied single component pitch free polyurethane coating capable of bridging substrate cracks upto 2 mm. It shall be applied in two coats at coverage rate of 2kg/sm over a coat of Nitobond WB primer to achieve a minimum DFT of 1.3 mm. The membrane formed shall confim to following minimum properties:
1) Elongation : 400°4 as per ASTM D 412
2) Tensile Strength : 2.5 N/mm2 as per ASTM D 412
3) Adhesion in-peel test : 50 N as per ASTM C- 836
4) Recovery from 350°4 elongation : 95% as per ASTM D 412
5) Water Vapour Transmission 2.3mm film: 0.6 g/m2/hr
6) Initial Hardness Shore A : min 60 as per ASTM D 2240.
7) Root resistant : protection by screed is required.
8) Crack bridging not less than 2mm Membrane
Temination shall be done at 300 mm above FFI and and secured by providing a groove cut of 10mm x 10mm & seal it with Renderoc HSXtra of fosroc.
System shall be applied in two coats on to a well cleaned and moisture free substrate using brush, squeegee, roller/suitable spray applied machine. The second coat shall be applied in perpendicular direction to the first, all complete as per the fosroc methodology.
Rate shall include cost of surface preparation (sub item (i) below) and providing and laying of Geotextile layer (sub item (ii) below), all materials, labour, Tools & Plants, quality tests (Ponding etc.) complete in all respects as per specifications and as per direction of Engineer in charge. In addition contractor has to submit a minimum of 10 years' gaurantee against lealage through water proofed Terrace.
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(i) Surface Preparation: RRC Surfaces must be clean, even and sound concrete. Remove all oil, existing broken/damaged coving, dirt laitance, protusions (light grinding) and other contaminants manually to attain a fairly smooth surface. Any undulations, pot holes, cracks shall be opened & treated with polymer modified mortar made by mixing Nitobond SBR @ 10% by weight of coment in Cement: Sand mix of ratio 1:3. This includes making of coving at all well floor corners using PMM, complete in all respect as per the irection of Engineer in incharge. The entire repair shalled be allowed to cure before proceending with any waterproffing treatment. Cement and sand shall be arranged by contractor himself.
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(ii) Geotextile layer : Providing and installing 180 GSM non-woven geotextile membrane over the finish waterproffing treatment prior to protection screed as per specifications and direction of Engineer in charge
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Rebar Fixing using chemical anchor up to Terrace level
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Drilling suitable holes in reinforced cement concrete with power driven drill machine to a minimum depth of 10 D (D-Dia of bar in mm) in RCC Beams, lintels, columns and slabs to introduce new steel bars in position using lokfix E75 a two component epoxy anchoring metal, supplied in 3:1 ratio having compressive strength (EN196)110 Mpa, flexural strength (EN196)40Mpa, E modulus (EN196)10800Mpa, or of equivalent make but excluding the cost of reinforcement, all complete as per direction of Engineer-in-charge.
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a) 8 mm shear connectors up to Terrace level
2322
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b) Anchoring bars for 10 mm dia up to Terrace level
704
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c) Anchoring bars for 12 mm dia up to Terrace level
284
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d) Anchoring bars for 16 mm dia up to Terrace level
498
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Taking down chowkats or frames exc. 1.5 sq. m but not exc 4 sqm each with shutters (without taking off shutters from the frames) , complete all as specified and directed.
17
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Taking down old window / ventilators with frame, any description, including guard bars not exc 1.5 sqm each , complete all as specified and directed.
22
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M&L Anodised aluminium window and ventilator shutters, side hung type or fixed type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays/tower bolt 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified
64
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S&F powder coated ( min thickness 50 micron )Anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified
125
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S & F for mild steel 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, angle iron chowkhats; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 including fixing of hold fast with bed block of size 200x200x15mm in CM 1:2:4 (using 20mm graded agg complete all as specified and directed. .
1100
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S & F factory made 35 mm thick 2nd class hardwood Plain framed, panelled shutter (two panel) 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 incl one shop coat of pink primer all as specified and directed.
34
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M&L for 2nd class hard wood factory made 35mm thick glazed /gauzed and skelton shutters, open rebated and prepared to receive glass, gauge etc (with sash bars) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc, sizes of members of shutters specified in SSR Part I, Section 8 , Clause 8.24(a).
34
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S & F stainless steel butt hinges 100mm long medium weight etc complete all as specified and directed.
102
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S & F 200mm long aluminum, anodized barrel tower bolts of extruded section complete all as specified & directed.
68
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S & F aluminum anodised handle 150 mm long cast type complete all as specified & directed.
68
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S & F 300mm long aluminium alloy anodised sliding door bolt hasp staple (bolt type) and clips of sheet cast of extruded section fixing bolts and sliding bolts of extrude section complete all as specified & directed.
34
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S&F stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples (for windows and gauzed doors) all as specified and directed
50
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S&F figured sheet glass, 4mm thick, pin head type fixed with clips or putty complete in squares n.exc 0.50 Sqm each pane complete all as specified and directed.
25
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M&L for preparation of new steel surfaces over 10 cm width or girth, not otherwise described and applying two coat of synthetic enamel painting over a coat of red oxide primer etc all as specified and directed.
60
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M & L for preparation of new or previously untreated wood or wood based surface of any description not otherwise described over 10 cm width or girth and applying two coat of synthetic enamel paint (approved tint) over a coat of pink primer complete as specified and directed.
70
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S&F in repair110 mm bore PVC (SWR) pipes single socket in any length with rubber ring/ cement solvent cement joints fixed to walls incl MS clamps of suitable size made of flat iron 25x3mm including taking down old unsv pipes complete all as specified and directed.
85
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S&F PVC bend/tee suitable for 110mm bore pipe complete all as directed
28
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Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and directed
800
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M&L rendering 15 mm thick in ready mix mortar of approved makeon brick work or concrete on walls , finish the surface even and smooth without using extra cement as whole or in patch complete all as specified and directed. Note:-
(i) Cost for necessary steel formwork & shuttering of the above aspects shall be deemed to be included in the quoted rate of the respective item and nothing extra shall be paid on any account.
1050
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M&L for rendering 10 mm thick ready mix mortar of approved make on ceiling and finished even and smooth incl taking down old plaster, complete all as specified and directed.
300
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M&L for preparing newly plastered surfaces on walls and applying two coats of weather proof acrylic emulsion over a coat of alkali resistant primer including 1mm thick wall care putty complete all as specified and directed.
300
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M&L for preparation of new plastered surfaces of walls applying wall care putty 1 mm on wall even and smooth surface and applying two coat of oil bound distemper over a coat of alkali resistance primer (of approved quality and tint) on wall using painting roller, complete all as specified and directed.
750
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M&L for applying two coats of oil bound distemper (approved quality & tint) on prepared surfaces including 1 mm thick wall care putty using machine spray on ceiling all as specified and directed.
300
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Complete removal of existing treatment of wall/Ceiling using wire brush/mechanical/ electrical driven sanders etc all as specified and directed
1350
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M&L for applying layer of 1mm thick white wall care putty for finishing the surface even to true aligned surface of wall/ceiling and smooth using sand papers etc all as specified and directed by Engineer-in-charge Make : Birla white/JK white/Altek
1350
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M&L for applying two coats of oil bound distemper including Priming plastered and other surfaces with alkali resistant priming pain on prepared surfaces (approved quality & tint) using machine spray on wall all as specified and directed.
850
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M&L for applying two coats of weather proof acrylic emulsion over a coat of alkali resistant primer complete all as specified and directed.
200
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M&L for applying two coats of oil bound distemper on prepared surfaces (approved quality & tint) using machine spray on ceiling all as specified and directed.
300
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M&L for Plinth protection 75 mm thick in PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) laid in alternate bays(not exc 2 Sqm each) finished even and fair at top using extra cement and providing joints throughout the thickness of plinth protection, filled with mastic filling comprising one part of bitumen 85/25 graded and three parts of sand by weight all as directed at site complete all as specified and directed.
85
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M&L for Brick work with Sub class 'B' bricks straight or curved on plan to any radious in half brick thick walls, built in Cement mortar 1:4 complete all as specified and directed.
1
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M&L for Providing precast cement concrete type B0 1:2:4 (12.5 mm graded agg) louvres and jallies, 25mm thick (measured solid), including all mouldingsfixed to brick/concrete surfaces with cement mortor 1:4 complete all as specified and directed.
10
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Dismantling of floor, hearth or walling including cement mortar bedding (but not backing removing serviceable to store and rubbish off the premises complete all as specified and directed.
150
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M&L for Machine cut kota stone as in treads and risers (in one piece) 18-20mm thick over 15mm thick cement screed base in CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing incl demolition of old stone slab of any description complete all as spd & directed.
150
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M&L kota stone grinding and polishing with bees wax making glazed finish jointed with grey cement slurry complete all as specified and directed.
450
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Dismantling of wall and ceiling boards (fibre, pulp, insulation. etc) or insulation boards/slabs/blankets, any thickness, including cover fillets all as sfd and directed.
200
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Dismantling of brick tiles or terracing tiles single layer on roof complete all as spd & directed.
350
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Demolition of mud phuska on roof slabs, any thickness incl cleaning of roof surfaces and removing the debris out of MOD land complete all as spd & directed.
35
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Scraping of old tar felt roof treatment over concrete padding of any thickness etc from roof incl finishes or junction or parapet and cleaning the surface (by mechanical means like grinder, etc) complete all as spd & directed.
350
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M&L for cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) on roof padding with water proofing compound surface finished even and smooth without using extra cement complete all as spd & directed. (Rate of WPC shall be included in unit rate)
17.5
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M & L for PCC tiles of size 25cm x 25cm x 22mm thick set and jointed grey cement with pigment in cement mortar over and including 10mm thick cement plaster in CM 1:4 all as specified and directed.
350
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Taking down carefully copper/aluminium any type of point wiring (light/fan/socket /power) complete (fittings such as switches, ceiling roses, holders, sockets,regulators light fittings) and making good the disturbed surfaces of wall/floors/ceiling etc) complete all as specfied & directed.
154
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Material and labour for concealed point wiring with PVC insulated unsheathed multistranded colour code copper conductor in PVC conduit with FRLS cable1.5 Sqmm size 1100 volts grade conforming to IS:694 in box of 1.6 mm thick including one coat of synthetic enmelled black paint and providing with brass screws and cup washers including single core multi stranded FRLS copper conductor 1.5 Sqmm PVC insulated cable as earth wire to common earth and connected to earth dolly and earth terminal box drawn in same concealed conduit all as specified and directed by Engr-in-charge for the following :-
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(a) One light/fan/bell point controlled by one way switch 5 amps.
105
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(b) One 3 pin 5 Amps socket outlet point controlled by one way switch on independent board.
24
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(c) One 3 pin 5 Amps socket outlet point controlled by one way switch on same board.
18
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(d) One two way point controlled by 2 way switch 5 amps.
1
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Material and Labour for concealed point wiring with PVC insulated unsheathed multistranded FRLS copper conductor in PVC conduit with cable 2.5 Sqmm size 1100 volts grade conforming to IS:694 in new metal flush box of 1.6 mm thick including one coat of syenthetic enamelled black paint with new modular white cover plate with frame of suitable size of required colour fixed with brass screws and cup washers including single core multi stranded FRLS copper conductor 1.5Sqmm PVC insulated cable as earth wire to common earth and connected to earth dolly and earth terminal box drawn in same concealed conduit for One 3 Pin socket 15A Indepentent board
6
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S&F of switch piano type 5 amps single pole one way complete all as specified and directed.
148
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S&F of switch piano type 15 amps single pole one way complete all as specified and directed.
6
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S&F of socket outlet multipurpose 2/3 pin 5 amps flush button type complete all as specified and directed.
42
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S&F of socket outlet multipurpose 2 in 1, 5 and 15 Amps complete all as specified and directed.
6
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S&F of ceiling fan regulator step type for 1200/1400 mm sweep ceiling fan including connections complete all as specified and directed.
15
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S&F of 2 way switch complete all as specified and directed.
1
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Supply, laying and drawing submain wiring in and including 20 mm dia concealed PVC rigid conduits including cutting of chases for laying conduit making good the surfaces as per existing surfaces or as directed on walls 02 runs of IC x 6.00 sqmm (Main Cable and neutral) and one run of IC x 6.0 sqmm (as earth wire) of multistranded copper conductor PVC insulated unsheathed cables of 1100 volts grade conforing to IS : 694 of 1990 complete including connection all as specified and directed.
100
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Taking down ceiling fan, sealing cable end, dismantling blades and removing fan and blades and depositto MES store to store complete all as specified and directed.
15
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Supply & fixing ceiling fans complete with blades, down rod, electronic regulator and accessories, 230 volt, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC).
15
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S&F of factory made epoxy polyester powder coated distribution board SP & N 12 way fabricated from minimum 1.6 mm thick CRCA sheet with metal double door (IP-43 protection ) fixed flush to wall and suitable for universal mounting and including 200 Amps copper bus bar, Neutral bar, standard DIN rail, eath bar and cable ties for cable management, top and bottom removable gland plates with knockouts and suitable for one DP MCB as incomer and 6 SP MCBs as outgoings complete all as specified and conforming to IS: 8623 alongwith cable end box for above DB all as specified and directed.
NOTE (a) MCBs shall be measured and paid separately.
(b) All cables terminating into MCBs shall be connected by using suitable copper lugs/thimbles/sleeves and its cost shall be deemed to be included under respective item of Sch.
4
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S&F of factory made epoxy polyester powder coated distribution board TP & N 4 way (VTPN MCCB DB) with metal double door (IP-54 protection) fabricated from minimum 1.6 mm thick CRCA sheet and fixed on wall and suitable for universal mounting and including 200 Amps copper bus bar, Neutral bar, standard DIN rail, earth bar and cable ties for cable management, top and bottom removable gland plates with provn for DPX 160, 4 pole MCCB and ELM as incommer and 12 SP MCBs outgoings complete all as specified and conforming to IS: 8623 along with cable end box for above DB including taking down old DBs all as specified.
NOTE :-
(a) MCBs shall be measured and paid separately.
(b) All cables terminating into MCBs shall be connected by using suitable copper lugs/thimbles/sleeves and its cost shall be deemed to be included under respective item of Sch.
1
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S&F in of MCCB 125 Amp 4 pole 16 KA at 415 V with fixed thermal megnatic release complete all as specified directed.
1
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S&F of single pole MCB 6 to 32 Amps, 240 v, 50 Hz AC Made from moulded self-extinguishing thermostat plastic and suitable for ‘B’ curve, 10 KA breaking capacity complete conforming to IS 8828 of 1996 including taking down old MCB's complete all as specified and directed.
40
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S&F of SPN MCB 32 amp, 240 v, 50 Hz AC Made from moulded self-extinguishing thermostat plastic and suitable for ‘C’ curve, 10 KA breaking capacity, complete all as specified and directed.
4
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Supply and fixing LED lights fitting 1x 20W, 220V,AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete.complete all as specified and directed.
84
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Supply and fixing LED Building security light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant
complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with
IP 65/66 protection complete. complete all as specified and directed.
6
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S&F ceiling rose 3 phase/PVC/polycarbonate isolated body complete all as specified and directed.
105
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S&F single pole and neutral enclosure with a two pin earth plug and socket complete with one single pole MCB 20 Amp complete all as specified and directed.
1
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S&F of single pole MCB 40 Amps, 240 v, 50 Hz AC Made from moulded self-extinguishing thermostat plastic and suitable for ‘B’ curve, 10 KA breaking capacity complete conforming to IS 8828 of 1996 including taking down old MCB's complete all as specified and directed.
4
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M&L far Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, burieddirectly in ground (earth pit not lessthan 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion all as specified and directed.
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