CA NO GE(N)AMB-64/2023-24 SPECIAL REPAIR TO BUILDING. NO HT-23 OF DEFENCE AND EMP COMPANY AND PROVISION OF SHED AT BUILDING NO 168/01 IN THE AREA OF AGE B/R-I UNDER GE (N) AMBALA CANTT

Amount

Schedule 'A' Part-I (B/R itmes) Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles including removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.

M&L brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L brick work with sub class 'B' old size bricks straight or curved on plan any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M & L taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc and removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour rendering 10 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 and finished even and fair without using extra cement but using water proofing compound @ 2% by weight of cement as per manufacturer's instructions complete all as specified and as directed by the Engineer-in-Charge. (water proofing compound shall be measured and paid for separatally)

Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of newly plastered / un plastered surfaces of walls, pillars, cornices etc and applying two coats of cement base paint on the walls, pillars, cornices etc. over a coat of alkaline resistant primer complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of newly plastered/ unplastered surfaces of walls and applying two coats of oil bound distemper with painting roller over and including a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.

M&L applying 1 to 2 mm thick wall care putty white cement based in two or more coats to achieve smooth surfaces complete all as specified and as directed by the Engineer-in-Charge.

Taking down chowkats or frames area exceeding 1.50 Square meter and not exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engineer-in-Charge.

Taking down chowkats or frames area not exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engineer-in-Charge.

S & F factory made 2nd class hard wood 35 mm thick plain framed panelled shutter( two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both face . The size of rail and style as per IS:1003 (Part-1) kiln seasoned and chemically pressure treated complete all as specified and as directed by the Engineer-in-Charge.

M&L factory made 35 mm thick 2nd class hard wood glazed and skeleton shutters,open rebated and prepared to receive glass , gauze etc. (without sash bars) ,edges of framing plain chamfered or rounded , fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge.

M&L rolled mild steel framed work as in chowkats of door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe-290-W (Gde E-165) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.

M & L PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in holdfasts complete all as specified and as directed by the Engineer-in-Charge.

S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutter fabricated from following sections :- (a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leaf of T – section 20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf . (c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mm made from 1.25 mm thick MS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i) Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii) Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf. iii) MS tower bolt stove enamelled 150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf

item No. 18 (contd....) vi) Pintal hinges 12 x 75 mm - 2 Nos each leaf vii) 10mm square Guard bar @ 10 cm c/c welded to frame . (viii) Two coat of Synthetic enamel paint over one coat of red oxide primer. (ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter of window with flat iron 15 x 03 mm with steel screws . (x) 3mm thick sheet glass, ordinary quality with oil putty in square n. exc 0.5 sqm in each pane fixed in glass shutter of window. (xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed. Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit. (ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above. (iii) The window upto 1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable. The window more than 1.00 metre width shall have two openable leaves on both outer side for gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type.

Supply and fixing mild steel butt hinge of 100mm length, cold rolled, medium weight, ISI marked complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 250mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge.

S&F 200 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge.

S & F floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, Overall length of cover plate 140mm complete all as specified and as directed by the Engineer-in-Charge

S&F mild steel 150 mm ordinary rat tail rod pattern springs including roller and roller plate etc complete all as specified and as directed by the Engineer-in-Charge.

S&F stainless steel wire cloths 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.

M&L glazed ceramic coloured tiles joint free premium/1st quality in vertical surfaces/skirtings/dados of size 300x600 x7mm/ 450x 300x7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M & L 25mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in sub base, finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete in ground floor and pavings not exceeding 15cm thickness (below or above ground level) and removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for including removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate) as in fixing of hold fasts, copings, bed plates,kerbs or mud stops, lintels upto 1.50m span, plinth courses , seismic and other bands and the like, finished the surface fair and even, including necessary form work complete all as specified and as directed by the Engineer-in-Charge. Note- If reinforced concrete, reinforcement shall be measured and paid for separately.

M & L providing 75 mm thick cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in plinth protection laid in alternate bays (not exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge.

M & L machine cut kota stone slab flooring 18 to 22 mm thick of size not less than 550mm x 550mm in floor, treads of steps/stair, set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M & L machine cut kota stone slab flooring 16 to 18 mm thick of size not less than 550mm x 550mm in skirting , riser of steps, dados etc, set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 10 mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for machine cut polishing(Mirror polishing) to existing terrazzo/Kota tiles flooring/skirting power grinding mechanical operated machine to achieve required mirror polishing with approved grinding stone complete all as specified and as directed by the Engineer-in-Charge.

M & L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L reinforced cement concrete M-25 (design Mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge.

M&L TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.

M&L TMT steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.

Cutting chases to brick walls, pinning in making good to facing where required and pointing in CM 1:3 to edges of landing , steps , cills , sunshades, shelves , lintel etc. and cutting chases for concealed water tubing etc and making good cutting not exc 10 cm girth complete all as specified and as directed by the Engineer-in-Charge.

Cutting chases to brick wall ,pinning in making good to facing where required and pointing in CM 1:3 to ends or edges of landing , steps , cills , sunshades, shelves , lintel etc. and cutting chases for concealed water tubing etc and making good cutting exceeding 10 cm but not exceeding 20 cm girth complete all as specified and as directed by the Engineer-in-Charge.

Dismantling of plain or corrugated steel sheet of any thickness incl Nainital or similar pattern coverings, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick,having Zinc coating 150 gm per sqm (Az-150) of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa, having Zinc coating 150 gm per sqm (Az-150) as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.

M & L for taking down roof trusses, coupled rafters or trussed beams, clear span exceeding 8metres and not exceeding 12metres complete all as specified and as directed by the Engineer-in-Charge

Dismantling timber scantling 40 Sq. cm and over in section, in any position of unframed/ framed work complete all as specified and as directed by the Engineer-in-Charge.

S & F rolled mild steel work in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Fe-410-W (Grade E-250) quality B complete all as specified and as directed by the Engineer-in-Charge

S & F 16-20mm dia of shank mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 22.5cm not exc 30cm long complete all as specified and as directed by the Engineer-in-Charge

M & L for hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; 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 410-0 or Fe 310-0 complete all as specified and as directed by the Engineer-in-Charge

Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness including cover fillets and false ceiling frame work of any size/ description complete all as specified and as directed by the Engineer-in-Charge.

S & F GI Metal Suspended ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, and as directed by Engineer-in-charge. GI Metal Ceiling laying perforated Tegular edge global white colour tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fibre acoustical fleece. Note- (i) Ceiling tiles and ceiling grid shall be of the same make. (ii) Material should have fire performance reports includes propagation test as per BS476(part 6):1989 and surface spread of frame test as per BS 476(part7):1997.

M & L complete removal of existing treatment (any number of layers) of walls by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coats of oil bound distemper with painting roller over prepared surfaces of the walls, pillars, cornices etc. over a coat of primer complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of walls, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots, filling all holes and cracks with white cement based wall care putty and applying two coats of cement base paint on the walls, pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new wooden surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.

M & L preparation of old wooden surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation old painted steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint, complete all as specified and as directed by the Engineer-in-Charge.

Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick ,watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed by the Engineer-in-Charge.

M & L PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

Cutting holes of superficial area exc 150 Sq.cm but not exc 400 Sq.cm into or through brick walls built in cement mortar or cement lime mortar or stone wall built in cement lime mortar or walls of lime concrete and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-1 including inserting GI/Galvalume sheet and making good with cement mortar 1:3 as required complete all as specified and as directed by the Engineer-in-Charge.

Schedule 'A' Part-II (E/M itmes) Taking down carefully copper/aluminum point wiring (light, fan, socket or power) complete including all fittings and fixtures such as switches, pendant, lamp holder, regulators, socket outlet, etc and removing unserviceable materials from site of work and making good disturbed surfaces of walls, floors with cement mortar and white/colour wash to match with existing surfaces etc complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall/ceiling surfaces and incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor green colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly (boxes shall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer both internally and externally) including provision of new covered plate over sunken box for housing the modular switches , modular socket outlets,modular fan regulators etc. for one light/fan/exhaust fan/bell point controlled by one way switch, complete all as specified and as directed by Engineer-in-Charge. Note :- a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid for separately .

Description same all as per item No.62 but for One 3 pin, 5 Amps, socket outlet controlled by one switch on Same board, complete all as specified and as directed by Engineer-in-Charge.

Description same all as per item No. 62 but for One 3 pin 5 Amps socket outlet controlled by one switch on independent board, complete all as specified and as directed by Engineer-in-Charge.

Description same all as per srl item No 62 here-in-before but for one socket outlet 15 Amp with 2.50 sq mm PVC insulated, unsheathed cable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 2.50 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copper wire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge.

Description same all as per srl item No 62 here-in-before but for one socket outlet 15 Amp with 4 sq mm PVC insulated, unsheathed cable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 4 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copper wire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.

Supply and fix modular switch 1 module, single pole, one way 16 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.

Supply & fix modular socket outlet 2/3 pin combined, 6 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.

Supply & fix modular socket outlet 3/3 pin combined, (6pin), 6/16 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.

S&F electronic Fan regulator modular 100 watt, 1 module, 230 volts , 50 Hz, AC supply suitable for ceiling fan any type/make/sweep complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix ceiling rose surface type 2/3 terminal polycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing LED batten fitting 18-20 watt, 4 feet, aluminium housing with electronic driver including tube rod 10/12 watt cool/warm type industrial model complete, connecting with copper conductor flexible cable from ceiling rose to connector of the light as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F LED Bldg Security Light Fittings of capacity 35 watt made up of die cast aluminium housing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including electronic driver, service bracket of mild steel pipe 32 mm bore medium grade of length 1.20 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to MS pipe as required at site and two coats of synthetic enamel paint over one coat of red oxide primer on mild steel work and making electrical connection, including disconnecting and taking down existing old U/S fitting complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix sheet metal MCB DB TPN 4 way, 415 volts with 200 Amps rated bus bar triple pole and neutral with double door IP-54 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix sheet metal MCB DB SPN 8 way with 200 Amps rated bus bar single pole and neutral with double door IP-54 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces including removing old unserviceable enclosure complete all as specified and as directed by the Engineer-in-Charge.

S&F single pole and neutral enclosure with a two pin and earth plug and socket 20 Amp complete with and including one single pole MCB.20 Amp, 10 KA, 'B' curve including removing old unserviceable enclosure complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix MCB SPN, 40 to 63 Amps, 240 volt,10 KA , 'B' curve as per site requirement including removing old unserviceable MCB complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix MCB SP, 6-40 Amps, 240 volt,10 KA , 'B' curve as per site requirement including removing old unserviceable MCB complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix MCB FP, 63 Amps, 415 volt, 10 KA , 'B' curve as per site requirement complete all as specified and as directed by the Engineer-in-Charge.

S & laying as in repair sub main wiring with two run of 6 sqmm PVC insulated , unsheathed cable FRLS-H,1100 volts grade ISI marked with multi stranded copper conductor and one run of 6 sqmm PVC insulated , unsheathed cable FRLS-H, 1100 volt grade ISI marked multi stranded copper conductor as earth continuty conductor connected to common earth dolly including concealed on wall/ceiling surfaces in PVC conduit medium grade ISI marked of adequate size for housing the wires complete all as specified and as directed by the Engineer-in-Charge. Note: (i) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB. (ii) Three runs of cable and one run of PVC conduit shall be measured and paid as one unit length.

Material & labour for earthing complete with galvanised steel earth plate electrode 600x600x6mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earth wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron. Earth wire protected by GI pipe 15mm bore(medium grade) and connected to earthing test point as directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/c both ways with one handle for lifting made out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing as in repair complete all as directed by Engineer-in-Charge and earth testing on completion .

Supply and laying XLPE insulated, armoured heavy duty electric cable 25 sqmm cross sectional area, 4 core with aluminium conductor, 1100 volts grade as in repair complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for laying of cables, GI pipes and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-Charge.

S&F light grade GI Tubing of size 40mm dia for cable protection and fixed with clamp to pole and wall with nut, bolts, washers or in trenches as in repair complete all as specified and as directed by Engineer-in-Charge

M&L dry sand cushoning to cable i.e 8 cm before laying cable in trenches and 15 cm after laying the cable and compacting complete all as specified and as directed by Engineer-in-Charge. Note: punned thickness shall be measured for payment.

Supply and laying well burnt brick class-B laid flat to cover the cable with width equal to the length of cable and abutting each other for protection of cable complete all as specified and as directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.

Taking down ceiling fan, ceiling cable end, dismantling blades and washing the fan, blades with detergent powder etc, reassembling the same and refixing in original location including making connection with 3 core copper cable, new suitable fan hook, clamps and 600mm long fan rod complete all as specified and as directed by the Engineer-in-Charge.

Note:- Amount of credit of Rs. 1,55,452.00 for retrieved materials is mentioned in Schedule of Credit Page No. 36 (R) & 37 (R) of tender documents in pdf form which will be deducted offline while acceptance of tender.

M/S VINOD RANA CONTRACTOR

dhingra builders

V K Constructive Builders

JS CONSTRUCTION COMPANY

Ashwani Kumar

S M BUILDERS

M/s B.S.Jain