PROVN OF TOILET BLOCK 05XTOILET 03X BATHROOM IN BHARATPUR LINE AT MIL STN DHARAMSHALA

Amount

Part-I: Site clearance and proteective work Rough excavation not exceeding 1.5m in deep and getting out in any type of soil complete all as specified and directed by Engr-in-Charge.

All as per item No 01 but depth exceeding 1.5 Metre but not exceeding 3.00 metre.

Removal of surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above starting point, complete all as specified & directed by Engr-in-Charge.

Excavation over area not exceeding 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engr-in-Chare.

Plain cement concrete, M-5 (nominal mix), type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed by Engr-in-Charge.

Walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted built in CM 1:6 complete all as per drawing No. CEPZ/C-TD/020/13 dated 11.9.2013 and directed by Engr-in-Charge.

Plain Cement concrete, M-15, type B-1 (using 20 mm graded crushed stone aggregate) as in coping and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engr-in-Charge.

Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking and binding spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by the Engr-in-Charge.

Mild steel TMT bar 5 mm dia and over, upto & including 10mm dia as in stirrups, specers & binders, cut of length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge.

Hand packing of broken stone or boulders ( any thickness) at back of walls over areches etc and raising ( or lowering) to the required level complete all as specified and directed by Engr-in-Charge.

PVC (SWR) pipe 110mm bore single in any type with rubber ring joint fixed in retaining wall complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, M-15, (nominal mix), type B-1 (using 20mm graded crushed stone aggregate) as in bond stone including necessary form work complete all as specified & directed by Engr-in-Charge.

Extra over stone walling for hammer dressing to face stone and dressing of face beds and joints of RR stone walling uncourse or brought up to courses with max depression on face from straight edge held against the dressed surface n. exc. 40 mm for granite or trap stone complete all as specified and directed by Engr-in-Charge.

Raised pointing to random or polygonal rubble masonry, uncoursed or brought upto course in CM 1:4 complete all as specified and as directed by Engineer -in -Charge.

Removal of surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above starting point, complete all as specified & directed by Engr-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick, complete all as specified & directed by Engr-in-Charge.

Part-II: Building work Excavation in trenches not exc. 1.5 m wide and n. exc. 1.5m in depth and getting in any type of soil out complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, M-10, nominal mix, type C-2 ( using 40 mm graded stone arrgegates) as in foundation, filling and mass concrete, complete all as specified & directed by Engr-in-Charge.

RCC, M-15, type-B-1 (using 20mm graded crushed stone aggregates) as in beams, cantilivers lintel band and the like including necessary form work complete all as specified and directed by the Engr-in-Charge.

Returning, filling in (soil), including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil complete all as specified and directed by Engr-in-Charge.

Removal of surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above starting point, complete all as specified & directed by Engr-in-Charge.

Formwork for rough finished surface of concrete such as sides of beams pillars, columns, posts and similar work square or rectangular in shape complete all as specified & directed by Engr-in-Charge.

Brick work with sub class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed by the Engr-in-Charge.

15mm thick rendering in CM 1:4on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.

10mm thick rendering in CM 1:6 on Other than fair faces of brick or concrete surface finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

Two coats of Exterior weather emulsion paint over a coat of primer on wall including prepration of plastered/ unplastered surface, complete all as specified and directed by Engr-in-charge.

Two coats of cement based paint over a coat of white cement paint to newly plastered surfaces of walls including preparation of surfaces etc complete all as specified and directed by Engr-in-Charge.

Spreading and leveling excavated earth under floor in layers not execeeding 25cm thick and well ramming including watering, complete all as directed by Engineer-in-Charge.

Hard Core of gauge 63mm, deposited, spread and levelled in layers not execeeding 15cm thick, watered and rammed to a true surfaces with broken stones, complete all as specified and directed by Engr-in-Charge.

100mm thick plain cement concrete, M-15, type B-1(using 20mm graded crushed stone aggregates) as in floors, finished even and rough to receive floor finishes, complete all as spcified and directed by Engr-in-Charge.

75 mm thick, PCC, M-7.5 , type D-2 (using 40mm graded crushed stone aggregates) as in sub base complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, 75mm thick, M-10 (nominal mix), type C-2 (using 40mm graded crushed stone aggregates) as in plinth protection and similar works finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

Factory made PVC solid door/window/ventolator frame of size 60mmx30mm made out of 5mm prelaminated sheet in stead of plain colour PVC sheet & edgs will be painted to match with prelaminated sheet reinforced with MS square tube complete frame fixed with screws/nails/bolts to walls complete all as specified and directed by Engr-in-Charge..

Factory made PVC moulded door shutter with particle board core 28 to 30mm thick (stiles) with 2, 4 or 6 raised panel design with 2mm moulded PVC sheet on the front face & 2mm thick plain colour PVC sheet on back face complete all as spcified and directed by Engr-in-Charge.

Factory made fully glazed (i.e glass Panes) PVC door shutter 30mm thick (Stile) consisting of frame made out of M. S. frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width stuck inside with solvent for top rail, lock rail & battom rail on either side & as gap insert for top rail & bottom rail: Panelling of wood grain printed PVC sheet to be fitted in the M. S. frame welded/sealed to the stiles & rails with suitable 5mm thick x 15mm wide PVC sheet beading used inside stiles and rails and decorative PVC beading of 10mm x 10mm (90 degree) used instead of exposed portion of PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing on page No. 156 of MES SSR Part-II 2010, all as specified used instead of 5mm PVC sheet panels.

TMT bar 10 mm dia and over, cut of length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge.

TMT bar 8 mm dia and over, upto & including 10mm dia as in stirrups, specers & binders, cut of length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge.

Vitreous chineware squatting pan, orrisa pattern size 580mmx440mm, crystal white, with cast iron 'p' or 's' trap (100mm bore of pipe), front or back integral rest with provision of PCC(1:2:4), type B-I, using 20mm graded crushed stone aggregate complete all as specified, incl making connections to trap and to flush pipe, etc and making good to floors to match existing (in repair) compete all as specified and directed by Engr-in-Charge.

PVC valve less, crystal white , syphonic action type flushing cistern 10 liter capacity, superior quality , plunger type, low level, with inlet, with inlet, ball valve, float and handle, 32mm die PVC long bend flush pipe 90cm long and 15mm die 450mm including PVC connection with CP brass coupling nuts and PVC washers at bothy ends fixed (in repair) compete all as specified and directed by Engr-in-Charge.

Viterous china wash hand basin, white flat back of size 550X400mm fixed in repair including cutting for and pining in ends of brakets including 15mm dia pillar tap, cast copper alloy with capstan head cromium plated screwed down hing pressure with or without lettred hot or cold with long screw shanks and fly nuts srewed for iron pipe complete all as specified and directed by Engr-in-Charge.

PVC (SWR) pipe 110mm bore single in any type with rubber ring joint laid in trenches/floor complete all as specified and directed by Engr-in-Charge.

PVC (SWR) pipe, 75mm bore, single socketed in any length with rubber ring joint fixed to walls, complete all as specified and directed by the Engr-in-Charge.

PVC (SWR) pipe 75mm bore single in any type with rubber ring joint laid in trenches/floor complete all as specified and directed by Engr-in-Charge.

PVC (SWR) bend any radius 110mm bore complete all as specified and directed by Engr-in-Charge.

PVC (SWR) reducers 75/110mm bore complete all as specified and directed by Engr-in-Charge.

PVC(SWR) vent cowl 75mm bore complete all as specified and directed by Engr-in-Charge.

PVC 'S' trap 125/110 mm bore complete all as specified and directed by Engr-in-Charge.

PVC (SWR) bend any radius 75 mm bore complete all as specified and directed by Engr-in-Charge.

PVC 'T' 110 mm bore complete all as specified and directed by Engr-in-Charge.

Grating doom 125mm dia with waste hole PTMT(min wt 40gm) complete all as specified and directed by Engr-in-Charge.

PVC (SWR) gully trap 125/110mm bore setting and jointing with solvent cement complete all as specified and directed by Engr-in-Charge.

Bib taps 15mm bore, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule fancy type choromium plated and complete all as specified and directed by Engr-in-Charge.

15mm bore CP angle valve cast copper alloy screwed down high pressure with crutch or butterly handle screwed both ends for iron pipe complete all as specified and directed by Engr-in-Charge.

PVC connection 15mm bore with PTMT nuts (in repair) 600mm long complete all as specified and directed by Engr-in-Charge.

Sheet glass shelf assembly (fixed in repairs) consisting of 5.5mm thick sheet glass shelf 12cm wide with CP bracket guard and 03 Nos railing in front & sides 60cm long complete all as spcified and directed by Engr-in-Charge.

Towel rail 20mm bore, 600mm long of PTMT fixed with and including CP brass screws, complete all as spcified and directed by Engr-in-Charge.

Plain cement concrete, M-15, type B-2 (using 40 mm graded crushed stone aggregate) as in surface channel and drain Complete all as specified and directed by Engr-in-Charge

GI tubing, medium grade,15mm bore with all fittings/ fixtures, laid under floors/ trenches or fixed in wall complete, all as specified and directed by Engr-in-Charge.

GI tubing, medium grade, 20mm bore with all fittings/ fixtures, laid under floors/ trenches or fixed in wall complete all as specified and directed by Engr-in-Charge.

Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth, complete all as specified and directed by Engr-in-Charge.

Figured glass, pin head type and glazing with oil putty in squares n exc. 0.5 sqm in each pane complete all as specified and directed by Engr-in-Charge.

100mm long mild steel butt hinges, medium weight, cold rolled complete all as spcified and directed by Engr-in-Charge.

75mm butt hinges, medium weight, cold rolled mild steel, and fixed complete all as specified and directed by Engr-in-Charge.

100mm aluminium, anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed by Engr-in-Charge.

150mm long aluminium alloy handles, cast type, anodised complete all as specified and directed by Engr-in-Charge.

100mm long aluminium alloy handles, cast type, anodised complete all as specified and directed by Engr-in-Charge.

250mm long anodised aluminium alloy sliding door bolt, bolt type, stove enamelled black, with bright bot not less 16mm dia, with and including a minimum of 6 bolts and nuts, 4 on bolts plate and 2 on stapple plate, 250mm long complete, all as specified and directed by Engr-in-Charge.

1000 ltrs rotational moulded polythylene water storage tank (cylindrical vertical with closed top) hoisted and fixed in position, complete all as specified and directed by the Engr-in-Charge.

20mm bore, stop valves, cast copper alloy, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipes or for unions , complete all as specified and directed by Engr-in-Charge.

Stop valve, 15mm bore, cast copper alloy, screwed down high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions suitable complete, fancy type, chromium plated, complete all as specified and directed by Engr-in-Charge.

20mm dia ball valve high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe complete all as specified and as directed by Engr-in-Charge.

Walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, M-7.5 (nominal mix), type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed by Engr-in-Charge.

Damp Proof course, 40mm thick, M-15, type B-0 (using 12.5mm graded crushed stone aggregates) to horizontal or vertical surfaces including necessary form work complete all as specified and directed by the Engr-in-Charge.

Mat finish (non skid) coloured tiles 7 to 8mm thick, straight edge, standard economic class-II, A- grade, area of each tiles exc.0.06 sqm but n.exc 0.18 sqm in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engr-in-Charge.

Glazed ceramic coloured tiles of size 300X 200X 7mm thick as in vertical concrete /brick surfaces, set and jointed in neat cement slurry and pointed in white or colour cement to match the colour of tiles including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

Galvanized corrugated mild steel sheeting 0.63 mm thick with two corrugations side lap fixed with L-type or J type hooks and washers, in roof, walls etc with grade of zinc coating 275 gm complete all as specified and directed by Engr-in-Charge.

PGI mild steel sheeting 0.63 mm thick, as in ridges, valley, gutter etc., fixed with L-type or J type hooks and washers, complete all as specified and directed by Engr-in-Charge.

Mild steel work as in 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-290 Gde E-165 complete all as specified and directed by Engr-in-Charge.

Rolled MS wk as 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-410W (Gde E-250) quality 'A' complete all as specified and directed by Engr-in-Charge.

Shower rose, 125mm, Chromium plated, with or without swivel joints, any size, including fixing to steel pipe or union, (fixed in repair) complete all as specified and directed by Engr-in-Charge.

Pressed steel frame of size 125x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc; complete all as specified and directed by Engr-in-Charge.

Factory made 2nd class soft wood (Sal/Hollock) 30mm thick glazed and skelton window/ventilator shutters rebated and open rebates and prepared to receive glass gauge etc. (without sash bar) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc, size of members of shutter as specified in clause 8.24 (a) of Part-I, fitted to chowkats, all as specified and as directed by the Engineer-in-Charge.

Mild steel galvanised wire cloth 0.63 mm nominal dia of wire and average width of aperture 1.40mm fixed with tinned tacks or wire staples or wooden beads complete, all as specified and directed by Engr-in-Charge.

Two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces including prepration of new steel surface complete all as specified and directed by Engr-in-Charge.

Two coats of synthetic enamel paint over a coat of pink primer on new wood or wooden based surfaces of any description, n. exc. 10cm width or girth including preparation of surfaces complete, all as specified and directed by Engr-in-Charge.

PVC (SWR) multi floor trap, plain with granting including jointing with solvent cement, dia of outlet 75mm, complete all as specified and directed by the Engr-in-Charge.

Chequered cement concrete tiles, maching pressed, glossy finished (heavy duty) of size 300x300x30mm thick with grey cement and pigment set, jointed & pointed in neat cement slurry in floors over 15mm thick screed bed in cement mortar 1:6 complete, all as specified and directed by Engr-in-Charge.

Plain cement concrete100 mm thick, M-10, nominal mix type C-2 (using 40 mm graded stone arrgegates ) as in sub base complete all as specified and directed by Engr-in-Charge.

Surface excavation in soft/loose soil not exc 30 cm deep and averaging 15 cm deep and getting out, complete all as specified and directed by Engr-in-charge.

Brick work with sub class 'B' bricks,straight or curved on plan to any radius, in half brick thick walls, built in cement mortar 1:6 complete all as specified and directed by the Engr-in-Charge.

Part-III: Sewage disposal Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth and getting out , for foundation of pipe line and pit etc in any type of soil ,complete all as directed by Engineer-in-Charge.

Concrete bed to drain pipes of bore 150mm, M-10, type C-2 (using 40mm graded crushed stone aggregates) including packing under and completely surrounding pipes with concrete after they are laid and tested, complete all as specified and directed by the Engr-in-Charge.

Reinforced concrete pipes, 150mm bore,Class NP-2 , laid and jointed complete with collars, laid in trenches, complete all as specified and directed by the Engr-in-Charge.

Mild steel work as in framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. not exceeding 10 kg each brackets, conforming to Fe.410.Gde-E-165, complete all as specified and directed by the Engr-in-Charge.

Precast cement concrete, M-15 (using 20mm graded crushed stone aggreates) type B-1 as in cover slabs ( for manholes etc) and similar articles with plain faces and set in cement mortar 1.6 all as specified and directed by the Engr-in-Charge.

TMT bar 6 to 08 mm dia and over, cut of length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge.

Returning, filling in (soil), inclding spreading, levelling, watering and well ramming in layers not exc 25 cm thick in any type of soil complete all as specified and directed by Engr-in-Charge.

Removing of excavated soils to a distance not exceeding 50mtr and depositing where directed at a level not exceeding 1.50mtr above the starting point complete all as specified and directed by Engr-in-Charge.

Septic tank for 50 users, excavation in ordinary soil and complete all as shown on drawing No. CEPZ/C-TD/013/13, Sheet 1/5 to 5/5 & as directed by Engr-in-Charge.

Soakage well of size 1.20x3.00 mtr deep,excavation in ordinary soil and complete all as shown on drawing No. CEPZ/C-TD/013/13, Sheet 1/5 to 5/5 & as directed by Engr-in-Charge.

Part-IV: Internal electrification Point wiring with 1.5 Sqmm copper conductor (Multi-stranded) PVC insulated and unsheathed FRLS electric cable 1100 volts cable and including PVC conduit 20mm dia ISI marked (as per conductor run) with all fittings/ accessories and including PVC insulated electric cable 1100 volts 1.5 Sqmm ( multi-stranded) copper conductor single core( Green colour) cable as continuous earth wire connected to common earth dolly including wooden box covered with 3 mm thick plastic laminated sheet for one light point/ fan/exhaust fan point/ bell point etc controlled by one, one way switch,complete all as specified and as directed by the Engineer-in-Charge. Make: Havells/Plaza/Polycab Note : All the disturbed surface shall be made good to match the existing surface.

All as per serial item No 103 here-in-before, but for one socket outlet 15 Amps on independent board with 2.5 Sqmm copper conductor (Multi Stranded) PVC insulated and unsheating electric cable 1100 volts (ISI Marked) including PVC insulated and unsheathed electric cable 1100 volts grade 2.5 sqmm copper conductor as continuous earth wire connected to commonm earth dolly complete all as specified and as directed by the Engineer-in-Charge.

Socket outlet 2 in 1, 3 Pin 5 Amp and 15 Amp, flush type complete all as specified and as directed by the Engineer-in-Charge.

Switch piano, flush type, single pole, one way, 15 Amp, complete all as specified and as directed by the Engineer-in-Charge.

Switch piano, flush button, 5 Amps complete all as specified and as directed by the Engineer-in-Charge.

Ceiling rose, surface type, 65 mm x 50 mm, two to three terminals/ PVC/ polycarbonate, isolated body fixed on PVC block, complete all as specified and as directed by the Engineer-in-Charge.

Replacement of existing unserviceable sheet metal enclosure with DB’s suitable for MCBs of triple pole and neutral, 4 way, 415 volt, double door type with 200 amp rated bus bar double door type with one incoming and 12 outgoing complete all specified and as directed by the Engineer-in-Charge. Note: (i) Connnections of the MCB'S shall be done with appropriate size of brass/Cooper thimble. (ii) The disturbed surface shall be match with existing shall be part of job.

MCB SPN 40Amp breaking capacity 10KA, complete all as specified and directed by the Engineer-in-Charge.

MCB SP 6-32 Amp breaking capacity 10 KA, complete all as specified and directed by the Engineer-in-Charge.

LED light fitting batten, integrated channel, white including LED tube light fitting 1x18 Watt 4 FT complete, Trim LED NEO including all fixing arrangement complete, all as specified and as directed by the Engr-in-Charage. Make: Cromption Cat part No. LCTL-18-CDL or equivalent in Philips/OSRAM/Syska/Wipro.

Energy efficient LED integrated batten, suitable for indoor applications tube light fitting 1x10 Watt 2 FT, Trim LED NEO complete including all fixing arrangement complete, all as specified and as directed by the Engr-in-Charage. Make: Panasonic Cat Part No. PBTM02103 or equivalent in Philips/OSRAM/Syska/Wipro.

1x25 watt LED street light fitting with lamp pressure die cast housing with epoxy powder coated dark graphite grey colour finish, prismatic polycarbonate cover with individual LED lenses with GI pipe 1.5 Mtr length, clamps, nuts, bolts complete all as specified and directed by the Engineer-in-Charge. Make:Panasonic Cat part No. PTUM01183 or equivalent in Philips/ OSRAM/ Crompton.

LED bulk Head fitting complete all as specified and directed by the Engineer-in-Charge. Make: Cromption Cat Part No. LBH-10-CDL 10W LED or or equivalent in Bajaj/Wipro/Philips.

Metalic exhaust fans 300mm sweep with sturdy steel bird guard with sepcially designed metal blade and making conection of exhaust fan to ceiling rose by using copper flexible wire complete all as specified and directed by the Engineer-in-Charge. Make: Havells Ventil Air-DS or equivalent in Bajaj/Wipro/Philips.

Electric water heater, storage type, capacity 25 ltr, BEE 5 star rated including inlet outlet connections, testing & commissioning complete all as specified and directed by Engr-in-Charge. Make: Jaquar Model Elena/Racold Model ALTRO 2/Venus Model: WAVE Note: Fixing of geyser on wall with suitable size anchore bolt with hammer drill and making good the disturbed surface including plaster work shall be part of job at no extra cost.

Galvanised iron pipe, medium grade, ISI marked of size 15mm dia with screwed socket joints together with all fittings such as sockets, bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps lugs and union etc. fixed with surface of wall/roof/on ground/floors/on supports etc, complete all as specified and directed by the Engineer-in-Charge.

Bib taps, 15mm bore, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, complete all as specified and directed by Engr-in-Charge.

15mm bore, stop valves, cast copper alloy, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipes or for unions and fixed in repairs complete all as specified and directed by Engr-in-Charge.

Earthing complete with galvanized steel earth plate electrode 600x600x6mm thick burried directly in ground(earth plate not less than 2.25 mtr deep below the normal ground level ) with top edge of plate not less than 1.5 mtr below the normal ground level connected to galvanized earth wire 4mm dia by means of nuts bolts,washers,check nuts of iron or steel including test point PCC pits and RCC cover in PCC 1:2:4 (type B-1) including iron angle frme 40x40x6mm and medium grade GI watering pipe 20mm dia with funnel and wire mesh and 15 mm bore GI pipe light grade proection pipe including excavation and charcoal ,common salt surrounded with 15cm all around the plate complete all as specified and shown in EP-3 of SSR Part-I & as directed by Engr-in-Charge.

1100 volts grade heavy duty cable PVC insulated stranded aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular stranded conductor size of 10 Sqmm, 2 core complete all specified and as directed by the Engineer-in-Charge.

House service bracket (hook type) complete with 3.0m long G.I. Pipe 40mm dia medium greade, two nos 90 degree bends. M.S hook etc. complete all specified and as directed by the Engineer-in-Charge.

vivek and co