CWE/FZR-08/2024-25 Special repair to bathroom bldg No E-2 and E-4 OR living (R and P) bty at Fd Regt under GE(West) Ferozepur Cantt

Amount

Dismantling of brick tiles single layer on roofs jointed & pointed in cement mortar including removal of grass vegitation including roots near out let of RWP and OHT staging area or specifically ordered by Engineer-in-Charge in writing complete all as specified and as directed by Engineer-in-Charge.

Demolition of mud phuska in roofs, any thickness, including leeping plaster (whether full thickness removed or only a part thereof) complete all as specified and as directed by Engineer-in-Charge. Note :- Demolition of Mud puska to be cut in average thickness from top surface of roof for creating the slope as directed

Material and labour 10 mm thick screed bed or bedding layer of mortar in CM(1:4) with water proofing compound @ 3% by weight of cement or as per manufacturer instructions will be on surface to have a smooth surface for laying of water proofing membrane complete all as specified and as directed by Engineer-in-Charge. Note: WPC shall be measured and paid separately

Material and labour for applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.20 kg per sqm including preparation of roof surfaces complete all as specified and as directed by Engineer-in-Charge.

Material and labour APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified complete all as specified and as directed by Engineer-in-Charge.

Material and labour for one coat of Aluminium paint over App Membrane of any description. Over 10cm in width or girth , not otherwise described complete all as specified and as directed by Engineer-in-Charge.

Supply only water proofing compound.

Brick tiles 40mm thick laid on mud mortar (mud phuska) and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement and pointed flush as the work proceeds complete all as specified and as directed by Engineer-in-Charge.

All as per item srl No 8 here in before but using old brick tiles retieved from dismantling under item No 1 here in before including cleaning and removal of mortar from tiles.

Material and labour Cover fillet in Plain Cement concrete (1:2:4), type B-0 using 12.5mm graded stone aggregate min radius of 75mm tk as in roof and parapet wall junction , roof benching, kerbs, mud stop, coping, rounded or chamfered on edges, incl necessary sloping on roof including form work complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches not exc. 1.5 mtr wide and not exc. 1.5 mtr depth for cesspits, manholes etc. and getting out soft/loose soil even in foul position complete all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC (1:4:8), type D2 (40 mm graded aggregate ) in foundation filling of manholes etc and mass concrete complete all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC (1:5:10), type E2 (40 mm graded aggregate ) in foundation filling and mass concrete and toilet flooring/ sunken floor etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Cement concrete 1:3:6 type C-1 as in surface channels and drains in manhole area complete all as specified and as directed by Engineer-in-Charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc.as in manhole pipe line portion only complete all as specified and as directed by Engineer-in-Charge.

Returning, filling including spreading leveling watering and well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

Removing excavated soil to a distance n. exc 50 m 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.

Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 150 mm complete all as specified and as directed by Engineer-in-Charge.

Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 150 mm complete all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC 1:4:8 type D2, (using 40 mm graded aggragate) as in concrete bed to 150 mm bore drain pipe including packing under and hunching against the sides of pipes after pipe laid and tested complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 150 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches and jointed complete all as specified and as directed by Engineer-in-Charge.

Demoletion of reinforced cement concrete (reinforcement cut as required to facilitate demolition) (in Man holes) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge.

Material and labour for RCC (1:3:6), type C1 (using 20 mm graded stone aggregate) precast cement concrete cover slab for manhole and similar article with plain face, set in cement mortar 1:4 including form work complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing deformed or twisted TMT bars 8 mm dia cut to length bent to shape required including cranking binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and as directed by Engineer-in-Charge.

Material and labour for PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and as directed by Engineer-in-Charge.

Applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sqm including cleaning surfaces over a coat of cement plaster in CM 1:3, 10mm thick with water proofing compound to make leak proof of sunken floors complete all as specified and as directed by Engineer-in-Charge. Note - WPC shall be measured separately

Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius built in c:m 1:6 complete all as specified and as directed by Engineer-in-Charge.

All as per srl item No 28 here-in-before but using old bricks retrieved from dismantling under ser item 27 here-in-before including cleaning and removal of mortar from old bricks etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour brick work with sub class 'B' bricks straight or curved on plan to any radius in half brick thick walls built in c:m 1:4 complete all as specified and as directed by Engineer-in-Charge.

Taking down cement plaster on brick walls of any description including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in-Charge.

Rendering 15mm thick in cement mortar (1:6) on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Rendering 15mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Rendering 5 mm thick cement plaster on ceiling surfaces in cement mortar 1:3 finished fair and even without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Material and labour for complete removal of existing treatment over wall and applying two coats of distemper oil emulsion over 1mm thick wall care putty complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparing old decorated surfaces of wall and applying one coat of cement base paint on walls complete all as specified and as directed by Engineer-in-Charge.

Preparation of new plastered surfaces of ceiling & applying two coats of white wash complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of old surfaces of ceiling and applying one coat of white wash complete all as specified and as directed by Engineer-in-Charge.

Preparation of newly plastered surfaces of walls etc., and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.

Taking down chowkats or frames with shutters (without taking off shutters from the frame) of size not exceeding 1.5 Sqm each including cutting holes in brick walls of appropriate size for insertion of cement concrete blocks for hold fasts and removing from site to store or otherwise complete all as specified and as directed by Engineer-in-Charge.

All as per srl item No 40 here-in-before but size exceeding 1.5 Sqm and not exceeding 4 Sqm each complete all as specified and as directed by Engineer-in-Charge.

Pressed steel frames (1.25mm sheet thickness) for doors with one or more rebates including necessary fixing lugs , hinges, lock plate, etc., size of frame 125mm x 60 mm including one shop coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.

35mm thick, 2nd class hard wood (Hollock), plain framed, paneled shutters, any number of panels, panels shall be of 12mm thick BWR glade veneered particle board medium density, wood particle board with commercial face veneers, size of members as specified in clause 8.24 (a) of MES Schedule Part-I section-8 complete all as specified and as directed by Engineer-in-Charge.

35 mm thick, 2nd class hard wood (Hollock), glazed and skeleton shutters open rebated and prepared to receive glass/ gauge etc (without sash bars), edges of framing plain chamfered or rounded, fitted with cut and mitered beads for securing glass etc for doors, size of members as specified in clause 8.24 (a) of MES Schedule Part-I Section-8, complete all as specified and as directed by Engineer-in-Charge.

Factory made box type steel window with pintal hinges & 2 Nos 150 mm mild steel tower bolts to each shutter, steel handle and with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and as directed by Engineer-in-Charge and shown on Drawing No CEJZ/TD-06/07 & CEJZ/TD-07/07.

Factory made box type steel ventilator with with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and as directed by Engineer-in-Charge and shown on Drg No CE JZ/TD-06/07 & CEJZ/TD-07/07

Mild steel framed work of E-165 (Fe 290) as in grills/guard bars shouldered with steel window/ ventilator frames including red oxide primer coat complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet rainforced with MS square tube complete all as specified and as directed by Engineer-in-Charge.

Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of MS tube for top and bottom rail MS frame shall be covered with heat moulded plain / coloured PVC "C"channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail; panelling of plain colour PVC sheet to be fitted in the MS frame welded/ sealed to the styles & rails with suitable PVC sheet beading and jointed togeather with solvent cement complete all as specified and as directed by Engineer-in-Charge.

Preparation of new wooden surfaces of any description over 10cm 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 Engineer-in-Charge.

Preparation of new steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of redoxide priming complete all as specified and as directed by Engineer-in-Charge.

Material and labour one coats of synthetic enamel paint including preparation of old painted wood or wood bases surface of any description over 10 cm.width or girth complete all as specified and as directed by Engineer-in-Charge.

Material and labour one coats of synthetic enamel paint, including preparation of old painted steel or steel bases surface of any description over 10 cm width or girth complete all as specified and as directed by Engineer-in-Charge.

Material and labour butt hinges, 75 mm long extruded aluminium alloy with galvanised steel hing pins, anodised and fixed, type C-21 complete all as specified and as directed by Engineer-in-Charge.

Material and labour for aluminium anodised tower bolts 150 mm long and fixed with steel screws complete all as specified and as directed by Engineer-in-Charge.

Material and labour for aluminium door handle, cast type, anodised 150 mm long and fixed with steel screws complete all as specified and as directed by Engineer-in-Charge.

Mild steel door handles, stove enameled black,medium wt 150 mm long and fixed with steel screws complete all as specified and as directed by Engineer-in-Charge.

Mild steel barrel tower bolts, stove enameled black, with bright bolt, medium weight 200 mm long and fixed with steel screws complete all as specified and as directed by Engineer-in-Charge.

300 mm long mild steel, sliding door bolt, plate type, stove enameled black, with bright bolt not less than 12 mm dia with and including bolts and nuts complete all as specified and as directed by Engineer-in-Charge.

Material and labour for MS 300mm, ordinery rat rail rod pattern spring including roller and roller plate complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Aluminium Hat pegs, solid body, 125mm to 175mm complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 3 mm thick, figured sheet glass, pin head type and glazed with oil putty or with wooden beads (supplied alongwith shutters), in squares n.exc 0.50 Sqm complete all as specified and as directed by Engineer-in-Charge.

Material and labour 3 mm thick, plain sheet glass ordinary quality and glazing, with oil putty or with wooden beads (supplied alongwith shutters), in squares n.exc 0.50 Sqm complete all as specified and as directed by Engineer-in-Charge.

Hacking out old broken glass (any thickness,size quality or description ) from metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified and as directed by Engineer-in-Charge.

Demolition of un reinforced cement concrete of any description and in any position not otherwise specially provided for complete all as specified and as directed by Engineer-in-Charge.

Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in roof kerbs or mud stops, bed blocks,back filling in chowkhats, benching etc including necessary form work complete all as specified and as directed by Engineer-in-Charge.

Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and as directed by Engineer-in-Charge.

Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in floor topping, 40mm thick, surfaces finished even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Material and labour Cement concrete (1:3:6) type C-1 using 20 mm graded stone aggregate as in plinth protection, 50mm thick, surfaces finished even and fair without using extra cement as in plinth protection including provision of construction joints complete all as specified and as directed by Engineer-in-Charge.

Material and labour 25 mm thick cement concrete (1:2:4) type B-1 using (20 mm graded crushed stone aggregate) as in sub base of flooring,surface finished rough to receive floor topping complete all as specified and as directed by Engineer-in-Charge.

Supply only 38mmx3mm glass dividing strips as in floors complete all as specified. (fixing included in item of floor topping) complete all as specified and as directed by Engineer-in-Charge.

Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc.Laid, bedded and pointed in any mortar complete all as specified and as directed by Engineer-in-Charge.

Material and labour Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade, jointed and pointed with gray cement and no pigment over sand cushioning complete all as specified and as directed by Engineer-in-Charge.

Material and labour sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-Charge.

Dismantling floor hearth or wall/stone tiling including cement mortar bedding (but not backing ) removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by Engineer-in-Charge.

Material and labour Non - skid Ceramic tiles coloured 7 to 8 mm thick (square/ rectangular),primium quality area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles over and incl screed bedding 15mm thick in cm(1:6),complete all as specified and as directed by Engineer-in-Charge.

Material and labour Non - skid Ceramic tiles coloured 7 to 8 mm thick (square/ rectangular),primium quality on vertical surfaces such as in skirting /dado etc area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles over and including 10 mm thick rendering in cement mortar (1:4), complete all as specified and as directed by Engineer-in-Charge.

Material and labour Non skid ceramic coloured tiles 7-8 mm th (square or rectangular)area of eacch tile exc 0.06 SM but not exc 0.11 SM in floors etc.. Set and jointed in neat cement slurry and pointed in white or coloured cement to match as in floors including 15mm thick screed bed in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.

Material and labour for glazed ceramic coloured tiles in vertical surfaces 300 X 200X 7 mm th set and jonnted in cement slurry and pointed in white or colour X 7 mm th set and jonnted in cement slurry and pointed in white or colour cement to match including 10mm thick back coat in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing as in repair/replacemnt of lid of PVC water tank of capacity 500 ltrs including screwing with existing water tank with PVC nut a bots complete all as specified and as directed by Engineer-in-Charge.

Taking up or down existing steel water tubing, 15mm bore alongwith connections fixed/laid in any situation, complete all as specified and as directed by Engineer-in-Charge.

All as per item No 82 here-in-before but 20 mm bore tubing complete all as specified and as directed by Engineer-in-Charge.

Material and labour for GI steel water tubing, 15mm bore medium grade galvanized with all fittings and fixed to walls and celling or laid in floor, complete all as specified and as directed by Engineer-in-Charge.

All as per item No 84 here-in-before but 20 mm bore tubing complete all as specified and as directed by Engineer-in-Charge.

Fixing only,after cleaning old steel water tubing,15 mm bore and connections in new or old position using new fittings complete all as specified and as directed by Engineer-in-Charge.(pipes obtained from item 82 to be reused).

All as per item No 86 here-in-before but 20 mm bore (pipes obtained from item 83 to be reused).

Supply and fixing in repair bib taps, fancy type CP, screwed for 15mm bore of iron pipe or for brass ferrule and fixed complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair stop valves, fancy type, CP with long shank and cup ( concealed type ), screwed both ends for 15mm bore of iron pipe or for union and fixed complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair piller taps, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with or without lettered 'HOT' or 'COLD' with long screwed shanks and fly nuts, screwed for 15mm bore of iron pipe and fixed complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair gunmetal gate valve of 20mm dia with iron wheel head screwed both ends for iron pipe complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair 15mm bore bib tap standard of PTMT any colour screwed, for iron pipe complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing PVC waste pipe 32 mm bore suitable to waste coupling pipe attach with rubber ring joints fixed to waste coupling of sinks / WHBs complete all as specified and as directed by Engineer-in-Charge.

Low density polythene pipe (LDPE) of pressure rating 6 Kg per Sq.cm, 450 mm long, heavy duty with two sets of brass nuts & washers (one at each end) etc suitable for 15mm bore of pipe as in repair complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 20mm bore ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair 500 ltr capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position including 20mm bore ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe all as specified in SSR Part-I complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair 1000 ltr capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position including 20mm bore ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe all as specified in SSR Part-I complete all as specified and as directed by Engineer-in-Charge.

Material and labour Vitreous china squatting pan, Orissa pattern, size 580x440mm white/ coloured with integral foot rests including flus pipe, trap and connection to trap, and to flushing pipe, anti-syphonage pipe, etc. (Excluding flushing cistern and flush pipe) complete all as specified and as directed by Engineer-in-Charge.

Material and labour Vitreous china wash down water closet pan ( pedestal pattern ), white/ coloured including seat & cover, flush pipe, trap, connection to drain and to flushing pipe, anti-syphonage pipe, etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour Vitreous China bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), with grating and union for discharge pipe (including flushing cistern, flush pipe and waste pipe) complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing PVC 10 ltr. Cap. valveless syphonic action type, flushing cictern, low level, white/ coloured with inlet, ball valve, float and handle including brackets and connection to pipe etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour Vitreous china wash basin, white/ coloured, flat back, size 550x400mm including PTMT waste fittings, 32mm bore size, waste pipe pvc 32mm bore and angle iron brackets of required size and length etc. and making good disturbed surfaces to match with the existing complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing PTMT grating doom 100mm dia with or without waste hole fixed in repairs complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair 125 mm chromium plated shower rose with or without swivel joints any size including fixing to steel pipe or union complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Towel rail, 20mm dia brass chromium plated, 600mm long with fancy type brass chromium plated brackets on both sides and fixed to walls with steel screws and wooden/rawl plugs as in repairs complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Wall mixture 3 in-1 with provision of overhead shower complete with 115 mm long bend pipe on upper side,connecting legs and wall flange complete all as per manufacturer's instruction and complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Stainless steel soap dish (not less than 1mm thick) of type as directed,fixed to walls with chromium plated brass screws with wooden/rawl plugs,in repair complete all as specified and as directed by Engineer-in-Charge.

Taking down eaves gutters and rain water pipes( any size or pattern),including all fittings heads shoes bends swan-necks etc complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or laid in trenches complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring jointsfixed to walls or laid in trenches complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 75mm dia PVC (SWR) bends any radius complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 110 mm dia PVC (SWR) bends any radius complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 75mm dia Junction single (Single or double T) equal or unequal complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 110mm dia Junction single (Single or double T) equal or unequal complete all as specified and as directed by Engineer-in-Charge.

Material and labour PVC (SWR) floor trap 75 mm, plain with PVC grating including jointing with solvent cement etc., complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing concussive push button taps 15mm bore dia of cast copper alloy, suitable for urinals screwed for iron pipe and fixed complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing PVC connection 15mm size PTMT nuts of length 450 mm complete all as specified and as directed by Engineer-in-Charge.

Material and labour in repair 15 mm bore fancy type health faucet with SS hose complete all as specified.

Material and labour for rendering 15 mm thick in cement mortar 1:4 on external fair faces of brick/concrete work on top of roof surfaces finished even and smooth (with using extra cement) with water proofing compound @ 3% by weight of cement or as per manufacturer instructions including taking out of cement plaster complete all as specified and as directed by Engineer-in-Charge.

Material and labour for applying bond coat of epoxy bonding agent & cement in 1:1 ratio for bonding old and new concrete on damaged surfaces applying polymer modified mortar in CM 1:3 including mixing of polymer latex additives upto 60mm thickness (Chajjas fins, border etc) (i) Qty of ploymer to be used 15% by weight of the cement. (ii) Use of electrical mixer to get the homogeneous dough on bond coat surfaces. (iii) To achieve required thickness repear this step after 24 hrs as required. (iv) Keep the surfaces moist using water forg for 5 to 7 days etc complete all as specified and as directed. (v) Rate shall be inclusive of all necessary scaffolding for building height up to 24 meters complete all as specified and directed by Engineer-in-CHarge. Make :- Epoxy bonding agent shall be Krishna, Dr Fixit, MC Bauchemie and M/s Cemistik, Sika or Equivalent complete all as specified and as directed by Engineer-in-Charge.

Taking down carefully copper /aluminium point wiring (light, fan , socket or power ) complete, fittings such as switches, ceiling roses, pendants, regulators sockets light fitting etc removing materials to store for keetping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors, etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Point wiring complete with 1100 volts grade PVC insulated unsheathed FRLS cable of copper conductor, multi stranded of size 1.5 sqmm, single core, in and including rigid non-metallic PVC conealed conduit, with all accessories if require such as bends,reducers, spacers, saddles, junction boxes bakelite sheets, wooden rectangular boards / round blocks(for housing lamp holders and light fittings etc) and existing MS pressed steel / cast iron sunken boxes of suitable size for mounting switches / bell pushes / sockets, fan regulator etc covered with new 3 mm thick laminated bakelite sheet top cover including continuous earth wire of size 1.5 sqmm unsheated stranded copper conductor with green PVC insulation connected to common earth dolly complete all as specified and as directed by Engineer-in-Charge for One light/fan/Bell Point controlled by one single pole one way switch.

ditto all as per item No 123 but for One socket outlet on the same board controlled by one single pole one way switch

ditto all as per item No 123 but for One 5 amps socket outlet independent controlled by one single pole 5 Amp switch.

ditto all as per item No 123 but for one three pin 15 Amps switch socket out let on the independent board with 2.5 Sq mm PVC insulated copper conductor and 2.5 Sqmm copper conductor for continuous earthing complete.

Supply & Fixing Switch piano flush type single pole one way 5/6 Amp complete all as specified and as directed by Engineer-in-Charge

Supply & Fixing Switch piano flush type 15 amps, single pole one way duly ISI marked complete all as specified and as directed by Engineer-in-Charge

Supply & fixing Socket outlet 2 in one , 5/6 Amps flush type ISI marked complete all as specified and as directed by Engineer-in-Charge

Supply & Fixing Socket outlet, 2 in one 6 pin 5 and 15 Amps piano flush type ISI marked complete all as specified and as directed by Engineer-in-Charge

Supply & Fixing ceiling rose, PVC/Polycarbonate,isolated three terminals complete all as specified and as directed by Engineer-in-Charge

Supply & Fixing Lamp holder PVC/Polycarbonate,isolated with back plate suitable for batten fittings including 10W LED Bulb complete all as specified and as directed by Engineer-in-Charge

Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300m sweep with, blades, and frame and louvers complete all as specified and as directed by Engineer-in-Charge

Supply and fixing LED tube light fitting 1 X 18 W decorative ultra slim linear LED lighting fixture with extruded polycarbonate, environmental friendly, energy efficient 230V, complete with all accessories internally pre wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size. Cat Part No LHEXBLP7UN1W018 Make - Havells or equivalent to Crompton/Bajaj/Philips

Supply and fixing LED light fitting mirror type with high output diffuser 2 feet, 10 watt 220 V AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge

Supply and fixing LED street 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 as directed by Engineer-in-Charge

Supply & Fixing sheet metal enclouser double door factory made powder coated out of CRCA mild steel sheet 1.2 mm thick wih metallic painting white series pre-wired SPN DBs, 240 volts 200 Amps rated bus bar,Neutral link,Earth bar and Din rail, 8 way dust and vermin proof suitable for incorporation of MCBs duly concealed in wall and making good to distrubed surface and colour matching complete all as specified and as directed by Engineer-in-Charge

Supply and fixing 240V, 10 KA 'B' curve miniature circuit breaker (MCB) of single poles and current carrying capacity 6 to 32 AMP, in the MCB DB Complete with connection testing and commissioning complete all as specified and as directed by Engineer-in-Charge

Supply and fixing SPN 32 AMP rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of following poles and current carrying capacity in the MCB DB complete with connection testing and commissioning complete all as specified and as directed by Engineer-in-Charge

Sheet Metal Enclosures with Socket plug top and MCBs Single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB, 20 Amp complete all as specified and as directed by Engineer-in-Charge

Material and labour for sub main wiring with two single core PVC insulated FRLS cable with Copper conductor unsheathed cable of size 2 x 6 sqmm drawn through in and including PVC Concealed with 1 x 6 sqmm PVC insulated copper conductor single core for continuous earthing complete including PVC conduit 25 mm dia ( Note : Two run of single core PVC insulated cable with Copper conductor unsheathed cable of size 6.0 Sqmm and one run of 6.0 Sqmm PVC insulated copper conductor single core,one run of PVC conduit shall be measured as single run) complete all as specified and as directed by Engineer-in-Charge

Manjeet Singh Contractor (BID ID -3077712)

M/s Bansi Lal (BID ID -3078814)