ADDN/ALTN TO JCO/OR MD ACCN AT FARIDKOT MIL STN

Amount

B/R PORTION

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and dressing complete all as specified and as directed by Engineer-in-charge.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels 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 thick complete all as specified and as directed.

Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and labour for 75 mm thick PCC (1:3:6) type C-2 using 40mm graded mechanically crushed stone aggregate as in plinth protection finished even and fair without using extra cement including 10mm wide, 30mm deep joints at the rate of 3.00 mtr centre to centre and at every turning point, filling the Joints with bitumen & sand mixture complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for repair of facia using cement mortar (1:3) and finishing the surface even and fair including necessary scaffolding, dubbing coat & scrapping of damaged /deteriorated plaster/concrete surfcae complete all as specified and as directed by Engineer-in-Charge.

Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

Supply and laying/fixing 60 mm thick (M35 grade) precast (coloured) interlocking tile/paving block factory casted (made by using PVC/ Rubber moulds on Vibrating Table Machine) using grey cement and pigment, prepolished & preglazed, shape haxagon / trigular / zigzag / I-shaped etc, as directed, confirming to relevant IS, having compressive strength not less than 350 Kg/ Sqcm, laid over and including 25mm thick layer of sand cushining and filling the interstices etc with sand complete all as specified and as directed.

Supply and laying factory made kerb stone of M-20 grade cement concrete laid in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement:3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and as directed.

Material and labour for preparation of new concrete surface / kerb stone surfaces of any description not otherwise described over 10cm width or girth, by cleaning the dust and removing all loose particle with using clean cloths, brooms and dry paint brush etc and after preparing the surfaces applying two coats of synthetic enamel paint (1st quality) of approved tint/colour (one colour or alternative colour black/white/yellow etc) over a coat of priming paints complete as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete reinforced of any description and in any position not otherwise specifically provided, including reinforcement cut as required to facilitate demolition and prepare the surface to casting/jointing new including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and labour for reinforced cement concrete M-25 (design mix) type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for reinforced cement concrete M-25 (design mix) type B-1 using 20mm graded stone aggregate as in chajjas complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for mild steel TMT bars 6 mm to 8mm dia cut to length bent to shape as required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia and including necessary welding to existing reinforcement where required complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Form work to soffits of suspended slabs such as flat roof slabs, floor slabs, shelf slab, landings and similar work not exceeding 200mm thick (horizontal or sloping) rough finished complete all as specified and as directed by Engineer-in- charge.

Form work to Chajjas rough finished complete all as specified and as directed by Engineer-in- charge.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide(rough finished) complete all as specified and as directed by Engineer-in- charge

Dismantling of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work (old serviceable bricks obtained from dismantled item shall be reused ) straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size burnt clay bricks class designation 75kg/Sqm, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.

Material and labour for 40mm thick precast cement concrete (1:2:4) type B-0 using 12.5mm graded stone aggregate as in louvers and jallies (measured solid) including all moulding but excluding frame and set in cement mortar (1:4) including necessary form work complete all as specified and directed by Engineer-in-Charge.

Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for internal plastering 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 the Engineer-in-Charge.

Material and labour for rendering/plastering 15mm thick on any face of Brick wall or concrete surfaces consisting in two layers i.e. first layer 10mm thick in cement mortar (1:4) and second (top layer) layer 5mm thick in cement mortar (1:4) including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (Note :- WPC shall be measured & paid separately as Supply only)

Material and labour for rendering/plastering 5mm thick in cement mortar (1:3) on any face of ceiling in patches not exceeding 3Sqm each patch, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

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

Material and labour for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster (1:4) (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster (1:1/2:2) (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings including necessary scaffolding complete as specified and as directed by Engineer-in-Charge. Note :- (i) The shade of grit finish should be different colour of aggregate as required and approved by GE. (ii) Plaster shall be removed (under respective item of BOQ) immediately after handing over of Qtrs and shall be washed for 15 days continuously and kept open to air for two months before application of Grit plaster. (iii) Grooves shall be measured & paid separately

Material and labour for Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove including necessary scaffolding complete as specified and as directed by Engineer-in-Charge.

Shotcreting average thickness 50mm in RCC columns, beams and slab etc. (with mix minimum cement content of 350 Kg per Cum, M-25). Concrete having the specified minimum characteristic compressive strength (with ordinary portland cement, coarse sand and graded stone aggregates of 6mm maximum size in proportion as per design criteria) incl the cost of centering and shuttering at edges and corner etc as directed by Engr-in-Charge incl chipping of unsound/week concrete material 50mm average thickness from slabs, beams/columns etc with mannual chiesels or standard power driven percussion type or of approved make incl tapering of all edges, make square shoulder of cavities incl cleaning the exposed concrete surface and reinforcement with wire brushes and throughly washing with water and allowing it to dry etc incl removel of rust by applying approved rust remover chemical and the coating with Dr Fixit Epoxy zinc primer @ 6 Sqm per Litre at DFT of 100 micron as per specification, applying the SBR Latex based bonding agent on each layer of the shootcreting work of Dr Fixit Pidicrete URP on the entire surface complete all as directed including 5mm thick cement plaster in CM(1:3) finished even and smooth without using extra cement including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete as specified and as directed by Engineer-in-Charge. Make :- Sika / Fosroc/Pidilite or Techno commercial equivalent make approved by GE in writing from E-in-C's approved list. Note : Complete treatment to be executed by approved applicator.

Supply and fixing hard drawn steel wire fabric not exc 4kg/sqm cut to lengths, wire mesh to be fixed and firmly anchored to the concrete surface by means of 'L' shaped mild steel shear key welded with existing reinforcement including cost of material, labour, tools and plants incl welding/L-clip/tying with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.

Drilling Holes of 12mm dia up to 100 mm deep holes in structural members at the interval of 300 mm in staggered manner or along the crack line in Reinforced Concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm dia NRV (Non Returnable Valve) nozzle compatible with epoxy injector and having machined external end to receive outlet of Grouting Gun. Fix inside the hole by applying thixotropic epoxy adhesive to ensure complete sealing and allow curing the system for minimum of 8 Hrs before Grouting including nozzle projections, excess putty, if any, over concrete element by grinding, leveling and finishing the external surface, after completion of the work, etc. complete all as specified and as directed by Engineer-in-charge.

Grouting, injecting two part, low viscosity, moisture insensitive injection liquid, based on high strength epoxy resin by pressure and using pressure epoxy injector with accessories till nozzle refused to accept the grout including mixing of grout having following properties:- (i) Mixed Density 1.1 kg/l (at +27°C); Viscosity ~ 250 mPas at +30°C and should comply according to ASTM C 881, Type II and IV, Grade-1, Class E+F (ii) Compressive strength >= 70 N/sqmm (7 days) according to ASTM C 579; Tensile Strength ~ 50 N/sqmm (after 7 days at +30°C cure) (According to ASTM D 638); Tensile Modulus ~ 2000 N/sqmm (after 7 days at +30°C cure) (According to ASTM D 638); (iii) Bond Strength ~ 10.8 N/sqmm (failure in concrete) after 14 days at +30°C cure; Flexural strength ~ 50 N/sqmm according to ISO 178. (iv) Seal the nozzle with thixotropic epoxy adhesive after the refusal of grout material from the nozzle. Note:- leakage through other nozzle or cracks are required to be monitored while grouting and such points to be sealed as and when required without any extra cost complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement: per kg of material consumed Make: Sika - SikaDur 52 LP/ Fosroc- Conbextra EP 10/ Pidilite Dr Fixit Epoxy Injection Grout or equivalent make approved by GE in writing from E-in-Cs Br approved list.

Material and labour in repair to RCC fillet beams in ceiling girth n. exc. 450mm including necessry dubbing coat making edges straight etc with cement mortar (1:3) over a coat of neat cement slurry complete all as specified and as directed by the Engineer-in-Charge.

Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area not exceeding 1.50 sqm each and removing from site including cutting holes for removal of old rusted hold fast and prepare the surface for new hold fast complete all as specified and as directed by Engineer-in- charge.

Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area exceeding 1.50 sqm but not exceeding 4 Sqm each and removing from site including cutting holes for removal of old rusted hold fast and prepare the surface for new hold fast complete all as specified and as directed by Engineer-in- charge.

Taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm each and refixing in same opening after necessary easing, adjustments, minor repairs, oiling, adjustment with cutting or fixing plain fillets/planks made from second class hard wood etc to remove gap between floor and shutter complete all as specified and as directed by Engineer-in- charge.

Supply and fixing factory made pressed steel frames of size 125 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. , including supply and fixing MS butt hinges medium weight, 100mm long (minimum 03 Nos for each shutter ), and making good the wall with plaster in CM 1:6 complete all as specified and as directed by Engineer-in- charge.

Supply and fixing factory made pressed steel frames of size 105 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. , including supply and fixing MS butt hinges medium weight, 100mm long (minimum 03 Nos for each shutter ), and making good the wall with plaster in CM 1:6 complete all as specified and as directed by Engineer-in- charge.

Material and labour for PCC (1:3:6) type C-1, using 20 mm graded aggregated as in back filling of pressed steel door frame/chowkhat and bed block for fixing of hold fast, cooler stand etc. including cutting chasing in brick wall if any required complete all as specified and as directed by Engineer-in-Charge

Supply & fixing factory made plain framed panelled shutter 35mm thick made out of 2nd class hard wood with lock rail and panel (two panels) inserts of 9mm BWP commercial ply. The size of rails and styles as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated complete all as specified and as directed by Engineer-in- charge.

Supply & fixing flush shutter 35mm thick, solid core construction with particle board core and plywood face panels, commercial type on both sides including adhesive for pasting and screws for fixing to timber frame complete all as specified and as directed by Engineer-in- charge.

Supply & fixing factory made glazed and skeleton shutter 35mm thick made out of 2nd class hard wood kiln seasoned and chemically pressure treated, open rebated and prepared to receive glass, gauze, etc., but divided into squares, with plain chamfered or rounded, mitred and rebated sash bars, any numbers, fitted with cut and mitred beads for securing glass, gauze etc.; sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24 (a); complete all as specified and as directed by Engineer-in- charge.

Supply and fixing solid PVC door frame of size 50mm x 47mm made out 5mm thick wood grain printed PVC sheet reinforced with MS square tube including painting of edges to match with sheet, all as specified & shown in relevant drawing of item No. 8096 in MES Schedule SSR-2010 (Part-II), fixed in opening complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing factory made Solid PVC Moulded Door Shutter, with particle board core, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick 3D wood grain moulded PVC Sheet Polyurethane painted on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site complete all as specified in SSR (Part-I, specifications) & shown in relevant drawing of item No. 8101 and 8104 in SSR (Part-II, rates) and as directed by Engineer-in-Charge.

Dismantling of boarding any description fixed in any position with nails/screws complete all as specified and as directed by Engineer-in-Charge.

Supply & fixing 18mm thick Plywood, grade BWR, type BB, fixed with screws to frame work along with fixing of laminates type-1 including 2mm thick PVC lipping, PVC sheet is heat bent as lipping on the edges of doors complete all as specified and as directed by Engineer-in-charge. NOTE : Decorative laminates shall be measured and paid for separately under appropriate item of BOQ as supply only.

Supply & fixing 6mm thick Plywood, grade BWR, type BB, fixed with screws to frame work along with fixing of laminates type-I or surface finish, colour pattern as approved complete all as specified and as directed by Engineer-in-charge. Note : Decorative laminates will be measured & paid seperately under appropriate item of BOQ as supply only.

Supply only 0.8 mm thick Decorative laminates type I, colour and pattern as approved complete all as specified and as directed by Engineer-in-charge.

Supply only 0.6 mm thick Decorative laminates type I, colour and pattern as approved complete all as specified and as directed by Engineer-in-charge.

Supply & fixing Factory made prefabricated Pressed steel Door frame made out of mild steel 1.25mm thick girth of frame 185mm including necessary MS rawl plug/bolts and fixing 75mm long butt hinges medium weight cold rolled mild steel etc and shutter including stiffeners made out of mild steel sheet 1.25mm thick cut to size, holes punched and welded seams including bending or turning up all around, mitred angle etc as required with Locking arrangement using mild steel mortise lock 4 levers with 2 Nos of keys of size 100mm (Make Godrej/Harison/Navtal) including MS chromium plated handle and 2 Nos MS locking rods out of 8 mm dia not exc 1000mm long fixed to mortise lock and handle with necessary bolts and nuts covered by MS sheet 1.25 mm thick complete including two coat of synthetic enamel paint over a shop coat of zinc chromate primer on interior surface (not -visible from front) and hammer tone paint on exterior surface ( visible from front) as per Godrej Pattern complete all as specified and as directed by Engineer-in-charge.

Supply and fixing 100mm long stainless steel butt hinges including screws complete all as specified and as directed by Engineer-in-charge.

Supply and fixing aluminium anodised barrel tower bolt of extruded section, 150mm long complete all as specified and as directed by Engineer-in-charge.

Supply and fixing aluminium anodised barrel tower bolt of extruded section, 200mm long complete all as specified and as directed by Engineer-in-charge.

Supply and fixing anodised aluminium handle cast type 150mm long (grip length) complete all as specified and as directed by Engineer-in-charge.

Supply and fixing anodised aluminium handle cast type 100mm long (grip length) complete all as specified and as directed by Engineer-in-charge.

Supply and fixing Magnetic catcher fixed with steel screw for kitchen cabinet complete all as specified and as directed by Engineer-in-charge.

Supply and fixing helical door spring of size 150mm complete all as specified and as directed by Engineer-in-charge.

Supply & fixing aluminium anodised sliding door bolts 250mm long, with hasp and staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and as directed by Engineer-in- charge.

Supply & fixing Continuous (piano) hinges, stainless steel, bright finish or electro galvanised, width of flap when open 30mm complete all as specified and as directed by Engineer-in-charge .

Supply & fixing Floor door stopper of aluminium alloy body and tongue, anodised, Overall length of 100mm, complete all as specified and directed by Engineer-in-Charge.

Supply & fixing Eye door viewer (magic eye) of size 25mm dia fixed in position for door shutters complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Stainless steel solid body fancy type peg set of six and fixed in position with steel screws complete all as specified and as directed by Engineer-in-Charge.

Cutting holes in brick walls built in cement mortar, exc half brick but n.exc one brick including making good dismantled portion in CM (1:3) or cement concrete (1:2:4) type B-1 complete all as specified and directed by Engineer-in-Charge.

Supply & fixing in replacement aluminium anodised sliding door bolts 250mm long, with hasp and staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and as directed by Engineer-in- charge.

Supply and fixing in replacement helical door spring of size 150mm complete all as specified and as directed by Engineer-in-charge.

Supply and fixing in replacement aluminium anodised barrel tower bolt of extruded section, 200mm long complete all as specified and as directed by Engineer-in-charge.

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

Supply & fixing in replacement Floor door stopper of aluminium alloy body and tongue, anodised, Overall length of 100mm, complete all as specified and directed by Engineer-in-Charge.

Supply & fixing Rubber sheet 50mm wide and of thickeness not less than 3mm fixed with stainless steel screws at the bottom of the door shutters complete all as specified and as directed by Engineer-in-Charge.

Supply & fixing powder coted aluminium anodised frame, made out of aluminium section (thickness of frame section should be between 1.5 to 2mm and minimum thickness of powder coating not less than 50 micron ) for doors, window, ventilators and aluminium partition with one or more rebates including joining cleat for fixing etc., the top and bottom horizontal members and vertical members adjacent walls shall be fixed with floor, ceiling walls and cills where required and fixing with the help of rawal plug and screw or with fixing clip or with expansion hold plate fasteners. Aluminium section shall be smooth, rust free, straight mitred and jointed mechanically where ever required complete all as specified and as directed by Engineer-in-Charge. Note :- The weight of each section shall be physically ascertained through a board of officers convened by GE and payment shall be made only after the actual weight at site.

Supply & fixing powder coated anodised aluminium (minimum thickness of powder coating not less than 50 micron) window shutter (glazed or gauzed), side hung type without sash bars, made out of aluminium section weighing not less than 0.55kg/mtr (area of each shutter n. exc. 0.50 Sqm each), including necessary joining cleats, glazing clips, rubber neoprene packing, anodised aluminium snap beading, T-section at vertical member of shutter, screws, anodised aluminium fittings (each shutter) such as peg stays 150mm long (1 No), hinges type B-21 100mm long (2 Nos) suitable handle (1 No.), complete all as specified and as directed by Engineer-in-Charge. Note :- (i) All fittings & fixing shall be of same shade of powder coated aluminium shutter. (ii) MS Grill shall be fixed in between Glazed & Gauged shutter. (iii) Aluminium chowkhat/ frame, Glass, wiremesh and MS Grill shall be measured and paid separately under appropriate item of BOQ.

Supply & fixing Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed complete all as specified and as directed by Engineer-in- charge

Supply & fixing 4mm thick sheet glass ordinary quality in squares / retangular not exceeding 0.5sqm in each pane (aluminium window/ventilator) complete all as specified and as directed by Engineer-in- charge. Note :- Aluminium fittings and rubber beading for securing the glass shall be included in main item of aluminium window/ventilator of BOQ.

Supply & fixing, 4mm thick figured glass pin head type in squares / retangular not exceeding 0.5sqm in each pane complete all as specified and as directed by Engineer-in- charge. Note :- Aluminium fittings and rubber beading for securing the glass shall be included in main item of aluminium window/ventilator of BOQ.

Supply & fixing in repair Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with and including fixing material complete all as specified and as directed by Engineer-in- charge

Dismantling wrought iron or mild steel work of any description complete all as specified and as directed by Engineer-in- charge.

Material and labour for mild steel Framed work such as grills, cooler stand, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, frame work of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer-in- charge.

Material and labour for Framed work such as D type hollow MS tube as in railing, grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walkways; railings; ; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified & directed,

Demolition of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge.

Roughening surfaces of old concrete floor by picking, sweeping cleaning and washing down with water to remove dust etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic light coloured tiles 7 to 8 mm thick square or rectangular area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in floor, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed bed) in cement mortar (1:6) and finish the surface rough to receive the tile complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic light coloured tiles 7 to 8 mm thick square or rectangular area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, as in floor, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed bed) in cement mortar (1:6) and finish the surface rough to receive the tile complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic light coloured tiles 7 to 8mm thick square or rectangular as in skirting (cut from same size as floor tile ), dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 10 mm thick bedding layer (rendering) in cement mortar (1:4) and finish the surface rough to receive the tile including making good plaster surfaces (above skirting tile) to match the existing complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Glazed ceramic light coloured tiles of size 450mmx300mm, 7mm thick, as in vertical surface set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 10 mm thick bedding layer (rendering) in cement mortar (1:4) and finish the surface rough to receive the tile complete all as specified and as directed by Engineer-in-Charge.

Dismantling of Stone slabs of any description or thickness in floors, plateform, apron etc laid bedded and pointed in any mortar including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge.

Material and labour 18mm thickness dark colour granite of minimum size equal to width of slab (not less than 610mm) machine cut, granite work duly factory grinding and polishing and chamfering the outer edges (table rubbed and polished) as in cooking platform and like in 20mm thick cement mortar (1:4) screed including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed by Engineer-in-Charge.

Material and labour 18mm thick machine cut, green marble work, duly factory grinding and polishing and chamfering the outer edges (table rubbed and polished) as in steps, jambs, pillar, window cills, cooking platform and like in cement mortar in 20mm thick cement mortar (1:4) screed including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade and cleaning and extra polishing if required complete all as specified and as directed by Engineer-in-Charge.

Material and labour for machine cut 20 to 25 mm thick, Kota stone slab (size of slab not less than 550x450mm for flooring and in single piece for treads including nosing on edges of tread of staircase), laid over and including 20 mm thick bedding layer in cement mortar (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish) and polishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by Engineer-in-Charge.

Material and labour for machine cut 18mm thick, Kota stone slab as in skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish ) and polishing by machine, including machine cutting to make it square or rectangular complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 25mm thick cement concrete (1:2:4), type B-0 using 12.5mm graded stone aggregate as in sub base of floor for leveling course, surface finished rough complete all as specified and as directed by Engineer-in-charge.

Material and labour for cutting, rubbing and polishing of existing kota stone in any position upto entire satisfaction of Engineer-in-charge with grinding machine/hand grinder complete all as specified and as directed by Engineer-in-charge.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and labour for water proofing treatment to sunken slab and adjoining vertical surfaces as per any one of the two method as specified in PSS-II clause No 9 on Page 179 of CA complete all as directed by Engineer-in-charge/GE. Note : (i) Work shall be executed through specialized agency (ii) The treatment shall be carried out as per the manufactures instructions and as directed by the Engineer in charge. The name of firm shall be got approved from CWE before carrying out the work. (ii) Only Plan area will be measured for payment. Treatment should be continue upto 450mm height on vertical walls. (iii) PCC filling under sunken area will be measured & paid separately.

Material & Labour for 40 mm GI pipe medium grade, made to shape as in spout pipe 60cm long in sunken/ verandah/ Balcony including making hole and making good with cement mortar complete all as specified and as directed by Engineer-in-charge.

Material & Labour for PCC (1:5:10) type E2 using 40mm graded stone aggregate as filling of sunken floors complete all as specified and as directed by Engineer-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 etc., and making good, cutting not exc 10 cm girth in brick wall complete all as specified and as directed by the Engineer-in-Charge.

Taking up or down existing galvanised steel water tubing (GI pipe) 15mm bore including fitting/connection from wall, ceiling, floor etc. complete all as specified and as directed by Engineer-in-charge.

Taking up or down existing galvanised steel water tubing (GI pipe) 20mm bore including fitting/connection from wall, ceiling, floor etc. complete all as specified and as directed by Engineer-in-charge.

Re-fixing old serviceable 15mm bore galvanised steel water tubing (GI pipe) including all new fittings (ISI marked) like elbow, tee, union, socket, reducer etc. in new or old portion/position to walls, ceiling, floor etc complete all as specified and as directed by Engineer-in-charge. (Note :- Old serviceable pipe and fittings obtained from taking up or down (here-in-before) item of this BOQ shall be reused after necessary cleaning internally and rerunning the old screw threads as required.

Re-fixing old serviceable 20mm bore galvanised steel water tubing (GI pipe) including all new fittings (ISI marked) like elbow, tee, union, socket, reducer etc. in new or old portion/position to walls, ceiling, floor etc complete all as specified and as directed by Engineer-in-charge. (Note :- Old serviceable pipe and fittings obtained from taking up or down (here-in-before) item of this BOQ shall be reused after necessary cleaning internally and rerunning the old screw threads as required.

Supply and fixing galvanized steel tubing (GI pipe) medium grade 15mm bore including all new fittings (ISI marked) like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling or laid in floor including cutting and threading of pipe complete all as specified and as directed by Engineer-in- charge.

Supply and fixing galvanized steel tubing (GI pipe) medium grade 20mm bore including all new fittings (ISI marked) like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling or laid in floor including cutting and threading of pipe complete all as specified and as directed by Engineer-in- charge. Note :- Cutting chases if required same shall be measured and paid separately under appropriate item of BOQ.

Supply & fixing rotational moulded polyethylene water storage tank white colour of capacity 500 litres (cylindrical vertical, triple layered including lid cover with closed top), hoisted and fixed in position including making inlet and out let connection including dismantling/taking down of existing unserviceable PVC water storage tanks of any description and capicity with float valve and gate valve complete all as specified and as directed by Engineer-in-charge.

Disconnecting existing serviceable PVC tanks (OHT) of capacity upto 500 litre, setting aside (or lowering if required) for repairs, cleaning , etc. and hoisting if required reconnecting and re-fixing in original position including all inlet and outlet water connection (as per existing) after removing all scale and dirt from tanks and from mouths of circulating pipes including screwed down old float valve and gate valve complete all as specified and as directed by Engineer-in-charge.

Supply and fixing ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball (polythene float) complete, screwed suitable for 20mm bore iron pipe complete all specified and as directed by Engineer-in-charge. Note :- The minimum weight of ball valve shall be as given in SSR or in relevant IS.

Supply and fixing gun metal, globe or gate valve (ISI marked), with iron wheel head, screwed both ends suitable for 20mm bore iron pipes complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight of gate valve shall be as given in SSR or in relevant IS.

Supply and fixing in replacement cover (LID) of PVC tank (OHT) any type and capacity including nut bolts complete all as specified and as directed by Engineer-in-charge.

Supply and fixing in replacement central hole basin mixer valve with regular spout, 15mm bore, brass chromium plated, for mixing hot & cold water, complete with fittings for WHB complete all as specified and as directed by Engineer-in-charge. Make :- Cat part No CLCH101 of EssEss or Techno commercial equivalent in make mentioned in Appx 'B'

Supply and fixing in replacement bib tap (long body) cast copper alloy, chromium plated, fancy type with capstan head or round head knob, screwed down, screwed for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.

Supply and fixing in replacement concealed stop cock cast copper alloy, chromium plated, fancy type, long shank and cup, screwed both ends suitable for 15mm bore iron pipe complete, all as specified & directed by Engineer-in-charge. Note :- The minimum weight of stop valve/stop cock shall be as given in SSR or in relevant IS.

Supply and fixing in replacement 15 mm bore chromium plated Angle stop valve of cast copper alloy chromium plated, fancy type screwed down high pressure with on/off handle screwed end for iron pipe or for unions and fixed complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.

Supply & fixing in replacement brass cromium plated shower rose 150mm size, with or without swivel joints, any size, including fixing to steel pipe or union with shower arm 15mmx200mm long complete all as specified and as directed by Engineer-in-charge.

Supply & fixing in replacement 450 mm long PVC connection 15mm size with PTMT nuts complete all as specified & directed by Engineer-in-charge.

Supply and fixing in replacement Kitchen Rack / Dish Rack (Kitchen Stand or wall mounted) of size 900mmx600mmx250mm (Appx size) made out of Food Grade Stainless Steel 1mm thick sheet/strip including necessary arrangements for plates and utencils to keep (Holds up to many plates or bowls To accommodate several place settings, Multipurpose), stylish modern streamline design, rust resistant, easy to assemble and clean including fitting accessories complete all as directed by Engineer-in-charge.

Supply & fixing in replacement stainless steel sink with drainage board made out of 1.00mm thick sheet , kitchen or laboratory with plugs, washers, waste pipe including bedding in cement mortar to dwarf wall or fixing cast iron cantilever brackets and connecting union to waste pipe; overall size 915mm x 460mm with bowl size 410mm x 330mm x 160mm including taking down existing steel sink complete all as specified and directed by Engineer-in-Charge.

Supply and fixing curtain rod 25mm dia MS pipe with coloured PVC coated, wall thickness of pipe not less than 20 guage, including fancy type brackets and pair of decorated end knobs (finials), stop roller etc. as per site requirement, fixed to wall with fixing accessories, including taking down old existing curtain rods any description complete all as specified and as directed by Engineer-in-Charge.

Supply & fixing in replacement vitreous china wash basin, white, flat back of size 550mm x 400mm, including 32mm chromium plated waste coupling and PVC waste pipe including bracket and cutting for and pinning in end of bracket or erecting with long screwed shanks & fly-nuts, flange end bedded in red lead cement complete all as specified and as directed by Engineer-in-Charge.

Supply & fixing in repair vitreous China squatting pan 'Orissa' pattern white of size 580mmx440mm white with integral foot rests, excluding flushing cistern, flush pipe above floor but including setting the trap and pan in lime concrete (1 lime, 2 sand or surkhi and 5 aggretate), min. 150mm thick all round and finished just below level of rim of pan to receive the floor finishing, including PVC flush pipe upto finished floor level, joints of flush pipe and trap make leakproof and testing upto entire satisfaction of Engineer-in-charge before filling concrete complete all as specified and as directed by Engineer-in- charge.

Supply and fixing in replacement PVC low level cistern of 10 ltrs capacity with top push button inclusive of brackets and PVC bend long type and connection to flush pipe of any size and pattern with inlet ball valve float and handle complete all as specified and directed by Engineer-in-Charge.

Supply & fixing in replacement brass chromium plated tubular towel rail 20mm dia 'D' type, 600mm long between flanges fixed to plug , bracket with chromium plated brass screws complete all as specified and directed by Engineer-in-Charge.

Supply and fixing chromium plated soap tray any type, including fixing to wall with CP screws and PVC plug complete all as specified and directed by Engineer-in-Charge.

Supply and fixing Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long fixed along wall with chromium plated catcher brackets, brass screws and PVC plug complete all as directed by Engineer-in-charge.

Taking down eaves gutters and rain water PVC pipes (any size or pattern) including all fittings, heads, shoes, bends, swan-neck etc (measured overall as fixed along the centre line over fittings and accessories) and refixing after cleaning properly at same place or other place incl PVC clamps, all new fittings like bends, sockets etc complete all as specified and directed by Engineer-in –Charge.

Taking down eaves gutters and rain water PVC pipes ( any size or pattern) including all fittings, heads, shoes, bends, swan-neck etc ( measured overall as fixed along the centre line over fittings and accessories) complete as specified and as directed by Engineer-in- charge

Supply & fixing 110mm bore PVC (SWR) pipes single socketed (pressure rating not less than 6kg/sqcm) in any length with rubber ring joints for drain or rain water fixed along walls with and including PVC stack clamps (interval of 1m) of suitable size, complete all as specified and as directed by Engineer-in- charge.

Supply & fixing PVC (SWR) bends (any radius) suitable for 110mm bore pipe complete all as specified and as directed by Engineer-in- charge.

Dismantling/taking up or down CI soil waste and vent pipe 100mm dia of any description from wall and taking out from trenches including all fittings (bend, trap, cowl, branch piece etc) and removing from the site complete all as directed by Engr-in-Charge.

Dismantling/taking up or down CI soil waste and vent pipe upto 75mm dia of any description from wall and taking out from trenches including all fittings (bend, trap, cowl, branch piece etc) and removing from the site complete all as directed by Engr-in-Charge.

Re-fixing old serviceable 100mm bore cast iron soil waste and vent pipe in any length with or without ears, fixed to wall with and including new MS stack clamps (interval of 1m), nut and bolts of suitable size and securing ends of stays to wall and including PCC work for grouting, all joints filled with and including lead, complete all as specified and as directed by Engineer-in-charge. Note :- (i) Old serviceable pipe obtained from taking down (here-in-before) item of this BOQ shall be reused after necessary cleaning internally.

Re-fixing old serviceable 75mm bore cast iron soil waste and vent pipe in any length with or without ears, fixed to wall with and including new MS stack clamps (interval of 1m), nut and bolts of suitable size and securing ends of stays to wall and including PCC work for grouting, all joints filled with and including lead, complete all as specified and as directed by Engineer-in-charge. Note :- (i) Old serviceable pipe obtained from taking down (here-in-before) item of this BOQ shall be reused after necessary cleaning internally.

Supply and fixing 100mm bore cast iron soil waste and vent pipe (sand cast pipe) in any length with or without ears, fixed to wall with and including MS stack clamps (interval of 1m), nut and bolts of suitable size and securing ends of stays to wall and including PCC work for grouting, all joints filled with and including lead, complete all as specified and as directed by Engineer-in-charge.

Supply and fixing 75mm bore cast iron soil waste and vent pipe (sand cast pipe) in any length with or without ears, fixed to wall with and including MS stack clamps (interval of 1m), nut and bolts of suitable size and securing ends of stays to wall and including PCC work for grouting, all joints filled with and including lead, complete all as specified and as directed by Engineer-in-charge.

Material & Labour for 75 mm bore cast iron soil waste and vent pipe (sand cast pipe ) in any length with or without ears, laid in trenches or in floor, all joints filled with and including lead, complete all as specified and as directed by Engineer-in- charge.

Supply & fixing 100/75mm bore cast iron reducer complete all as specified and as directed by Engineer-in- charge.

Supply & fixing 100mm bore cast iron Bends (any radius) with duck's foot or heel rest complete all as specified and as directed by Engineer-in- charge.

Supply & fixing 100 mm cast iron 'P' trap long type complete all as specified and directed by Engineer-in-Charge.

Supply & fixing 100 mm cast iron sanitary connection socket to fit out let of WC complete all as specified and directed by Engineer-in-Charge.

Supply & fixing 100mm bore CI branch pieces single (equal or unequal), ordinary or inverted (Spigot or socket type) with oval access door complete all as specified and as directed by Engineer-in- charge.

Supply & fixing 75mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) with oval access door complete all as specified and as directed by Engineer-in- charge.

Supply & fixing 75mm bore cast iron Bends (any radius) with duck's foot or heel rest complete all as specified and as directed by Engineer-in- charge.

Supply & fixing 75mm bore CI branch pieces single (equal or unequal), ordinary or inverted (Spigot or socket type) or with parallel branch fitted with oval access door complete all as specified and as directed by Engineer-in- charge.

Supply and fixing in repair 75mm dia of long neck CI floor trap, with CP grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) using 20mm graded stone aggregate complete all as specified and as directed by Engineer-in- charge.

Supply and fixing 150mm x 150mm size salt glazed stone ware gully traps, square or round mouthed, type 'P' complete all as specified and as directed by Engineer-in- charge.

Supply & fixing 75mm bore cast iron cowl complete all as specified and as directed by Engineer-in- charge.

Demolition and breaking up drain pipes SGSW, AC or reinforced concrete pipe up to and including 150 mm bore pipes complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete (1:4:8), type D2 using 40mm graded stone aggregate as in bed of drain pipe of size 150mm bore (internal) including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge.

Material and labour for 150mm bore (internal dia) salt glazed stone ware (SGSW) drain pipe, grade ‘A’, laid on concrete bed to required slope in trenches, jointing with packed spun yarn and in cement and sand mortar (1:1) and tested complete all as specified and directed by Engineer-in-Charge. (Note : Excavation, earth work and concrete bed shall be measured and paid separately under appropriate item of BOQ.)

Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour with using paint brush complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Preparation of new plastered Internal wall surface by sand papering or by any other mean and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:- (a) Applying Wall care putty in two coats 1.5 mm thick each on new plastered surface and smoothening the surfcae with sand papers / Mechanised sanding etc prepatory to paint as directed. (b) Two coats of acrylic distemper over a coat of primer by using Airless spray / Roller.

Material and labour for Preparation of new plastered or concrete surface of ceiling surface by sand papering or by any other mean and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:- (a) Applying Wall care putty in two coats 1.5 mm thick each on new plastered surface and smoothening the surfcae with sand papers / Mechanised sanding etc prepatory to paint as directed. (b) Two coats of acrylic distemper of approved tint over a coat of primer by using Airless spray / Roller Note : Contractor may use manual sanding tools for smoothing the surface and surface preparation with prior approval of Engr-in-charge in case of places where using of Mechanical equipment are not possible

Material and labour for complete removal of existing treatment on Old Internal wall surfaces of any desciption, preperation of surface by Mechanised sander having suction vaccum Bag using Smart periodical methodology and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:- (a) Applying Wall care putty in two coats 1.5 mm thick each for filling to depression of scraped surface/nail holes/light cracks etc and smoothening the surfcae with sand papers / Mechanised sanding etc prepatory to paint as directed. (b) Two coats of acrylic distemper of approved tint over a coat of primer on old prepared surface by using Airless spray / Roller Note : Contractor may use manual scraping tools for complete removal and surface prepration with prior approval of Engr-in-chrge in case of places where using of Mechanical equiment are not posiible.

Material and labour for complete removal of existing treatment (any layers of existing treatment ) from ceiling surfaces of any desciption, preperation of surface by Mechanised sander having suction vaccum Bag using Smart periodical methodology and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:- (a) Applying Wall care putty in two coats 1.5 mm thick each for filling to depression of scraped surface/nail holes/light cracks etc and smoothening the surfcae with sand papers / Mechanised sanding etc prepatory to paint as directed. (b) Two coats of acrylic distemper of approved tint over a coat of primer on old prepared surface by using Airless spray / Roller Note : Contractor may use manual scraping tools for complete removal and surface prepration with prior approval of Engr-in-chrge in case of places where using of Mechanical equiment are not posiible.

Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in 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 Engineer-in- charge.

Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of Aluminium paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in- charge.

Material and labour for Preparation of new wooden or wood based surfaces of any description not otherwise described 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.

Material and labour for preparation of old painted wooden surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using clean cloths and dry paint brush & applying one coat of synthetic enamel paint (1st quality) of approved tint/colour to achieve glossing finish with using paint brush complete as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of old painted steel surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using sanded paper, clean cloths and dry paint brush & applying one coat of synthetic enamel paint (1st quality) of approved tint/colour to achieve glossing finish with using paint brush complete as specified and as directed by Engineer-in-Charge.

Material and labour for Obliterating old writing of any description, not exceeding 0.1 Sqm, with paint to match existing work etc complete all as specified and as directed by Engineer-in-Charge.

Complete removal of existing plaster over the effloresence affected bricks using mechanical means and the affected brick shall be completely exposed and Material and labour for apparent visible effloresence to be first cleaned using hard wire brush and all crystal deposits to be removed, the bricks shall then be cleaned using soft brush of powdery crystals removed then make a (1:4) solutions of vinegar and water (1 Part vinegar and 4 parts water) and apply it to the efforescence affected area using a nylon brush and then all the vinegar & water solution to sit on the surface of the affected area for 15 minutes, but do not allow the solution to dry and rinse the area with clean water using low pressure jet, two cycles of cleaning using vinger water solutions shall be repeated complete as specified and as directed by Engineer-in-Charge.

Material and labour for running welding in repairs thickness of metal to be welded will be exc 9 mm but not exc 20mm complete all as specified and as directed by Engineer-in-Charge.

Dismantling brick terracing tiles single layer from roof laid and pointed in cement mortar and removing/disposal off from the site complete all as specified and as directed by Engineer-in-charge.

Demolition/taking out of mud from roofs, any thickness, including removing / cutting uprooting grass, vegetations and roots of small plants etc on roof and surrounding/parapit wall etc, including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and labour for cleaning of top roof surface by wire brushing, removing all dust, loose particle of concrete and washing with water and repairing small cracks if any by filling concrete etc and preparing the roof surface to receive screed/rendering, after preparing the surface applying 10mm thick rendering /screed in cement mortar (1:4) including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note :- (i) WPC shall be measured & paid separately as Supply only under relevant item of BOQ

Material and labour for Preparing surface of screed on roof and cleaned of all dust, loose particle etc , sprinkling water on the surface and ensure water does not stand anywhere. If it is so, the roof surface shall be leveled than surface shall be painted with one coat of cold applied bituminous primer @ 0.40 ltr per sqm, applied over primed surface 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) laid on primed surface by forced application, torching with overlaps as recommended by the manufacturer complete all as specified and as directed by Engineer-in-charge.

Material and labour for lime concrete terracing using brick aggregate and surkhi as specified in clause 11.11 and laying as specified in clause 11.27 of MES Sch Part-I (2009) minimum thickness at edge 40mm and increasing uniformly towards ridges to obtain a chain slope 1:40, the top shall be trowelled with the addition of jaggery solution and finished smooth complete all as specified and as directed by Engineer-in-charge.

Material and labour for 40mm thick brick tiles laid/bedded on screed bed 15mm thick in cement mortar (1:6), on existing lime concrete surfaces of roof, joints grouted flush in cement mortar (1:3) mixed with liquid WPC @ as per manufacturer instruction per bag of cement of 50kg and including flush pointing as work proceed with same material complete all as specified in clause 11.27.3 of MES Sch Part-I (2009) complete all as specified and as directed by Engineer-in-Charge. (Note :- Water proofing compound shall be measured & paid separately as Supply only)

Material and labour for 40mm thick brick tiles (old serviceable tiles obtained from demolition/dismantled item shall be reused) laid/bedded on screed bed 15mm thick in cement mortar (1:6), on existing lime concrete surfaces of roof, joints grouted flush in cement mortar (1:3) mixed with liquid WPC @ as per manufacturer instruction per bag of cement of 50kg and including flush pointing as work proceed with same material complete all as specified in clause 11.27.3 of MES Sch Part-I (2009) complete all as specified and as directed by Engineer-in-Charge. (Note :- Water proofing compound shall be measured & paid separately as Supply only)

Material and labour for PCC (1:2:4) Type B0 using 12.5mm graded stone aggregate as in roof kerb (golla) or mud stops, benching, coping & similar work etc rounded or chamfered on edges including necessary form work etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC ( 1:2:4), type B-1 using 20 mm graded stone aggregate as in roof padding complete all as specified and as directed by Engineer-in-charge.

Cleaning & de-slugging by removing semi solid sludge from the manhole/sump well/septic tank of any capacity of any depth of sewage pump installations/septic tank manually or mechanically in foul condition including all necessary T & P required for removal of sludge and solid contents to any place outside defence land all as specified and directed by Engineer in Charge.

Supply and fixing Factory made SFRC (Steel fibre Reinforcement Concrete) Manhole cover medium duty 600mm x 600mm x 70mm complete all as specified and directed by Engr-In-Charge.

EM PORTION

Taking down carefully existing copper/aluminium point wiring (light/fan/sockets/bell/power point) complete with all accessories such as switch with sheet, ceiling rose including rusted/broken concealed conduit, junction and sunken boxes etc and removing dismantled material and making good disturbed surface of walls/floors etc matching with existing surface complete all as specified and as directed by Engineer-in-Charge.

Material and labour for concealed Point wiring for one light point/fan point /bell point controlled by one switch (using red, black and green colour wires as colour coding) complete with 1.5 Sqmm (nominal cross section area) single core FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC conduit 20mm dia (medium duty, ISI marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, 2mm thick galvanised steel pressed sunken terminal boxes of suitable size (Min 60mm deep, suitable length) concealed in wall, 3mm thick bakelite plastic laminated sheet top cover for sunken boxes flush to surface for mounting of switches / socket / regulator etc, including provn of 1.5 Sqmm single core FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed. (switches, regulator shall be measured and paid separately under appropriate item of BOQ).

All as per above Srl item No. 178 but for one socket out let 5 Amps point controlled by one switch (on same board) complete all as specified and as directed by Engineer-in-charge. (switches, sockets etc. shall be measured and paid separately under appropriate item of BOQ).

All as per above Srl item No. 178 but for one socket out let 5 Amps point controlled by one switch (on indipendent board and not below the any other switch board) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).

Material and labour for concealed Point wiring for one light point controlled by two Nos- two way switch (using red, black and green colour wires as colour coding) complete with 1.5 Sqmm (nominal cross section area) single core FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC conduit 20mm dia (medium duty, ISI marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, 2mm thick galvanised steel pressed sunken terminal boxes of suitable size (Min 60mm deep, suitable length) concealed in wall, 3mm thick bakelite plastic laminated sheet top cover for sunken boxes flush to surface for mounting of switch, including provn of 1.5 Sqmm single core FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed. (switches shall be measured and paid separately under appropriate item of BOQ).

Material and labour for concealed Point wiring for one socket out let 15/16 Amps point controlled by one switch (on independant board) (using red, black and green colour wires as colour coding) complete with 2.5 Sqmm (nominal cross section area) single core FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC conduit 20mm dia (medium duty, ISI marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, 2mm thick galvanised steel pressed sunken terminal boxes of suitable size (Min 60mm deep, suitable length) concealed in wall, 3mm thick bakelite plastic laminated sheet top cover for sunken boxes flush to surface for mounting of switches / socket, including provn of 2.5 Sqmm single core FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed. (switch, socket shall be measured and paid separately under appropriate item of BOQ).

Taking down carefully existing copper/aluminium point wiring (light/fan/sockets points ) complete with all accessories such as switch with sheet, ceiling rose including rusted/broken concealed sunken boxes etc but except concealed conduit and junction boxes and removing dismantled material and making good disturbed surface of walls/floors etc matching with existing surface complete all as specified and as directed by Engineer-in-Charge.

Material and labour for concealed Point wiring for one light point/fan point /bell point controlled by one switch (using red, black and green colour wires as colour coding) complete with 1.5 Sqmm (nominal cross section area) single core FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through existing PVC conduit but including 2mm thick galvanised steel pressed sunken terminal boxes of suitable size (Min 60mm deep, suitable length) concealed in wall, 3mm thick bakelite plastic laminated sheet top cover for sunken boxes flush to surface for mounting of switches / socket / regulator etc, including provn of 1.5 Sqmm single core FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. complete all as specified and as directed. (switches, regulator shall be measured and paid separately under appropriate item of BOQ). Note:- Where ever it is not feasible to cable drawn through existing PVC conduit (for ceiling fan point only) due to blocked, casing caping shall be provided by contractor without any extra cost, cost for the same shall deemed to be included in the quoted unit rate.

Supply and fixing switch piano flush type (ISI marked) , 5/6Amps, single pole, one way fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. Note ;- Laminated sheet shall be measured and paid in point wiring item of BOQ.

Supply and fixing switch piano flush type (ISI marked), 5/6Amps, single pole, two way fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be included in point wiring item of BOQ).

Supply and fixing switch piano flush type (ISI marked), Bell Push, 5Amps, single pole, one way fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (Laminated sheet shall be measured and paid in point wiring item of BOQ).

Supply and fixing Socket outlet multipurpose type (ISI marked), 2 in 1, 3 pin, 5/6 Amp, flush type fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (Laminated sheet shall be measured and paid in point wiring item of BOQ).

Supply and fixing Socket outlet multipurpose type (ISI marked), 2 in 1, 6/5 pin, 6 amp and 16 amp, flush type fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (Laminated sheet shall be measured and paid in point wiring item of BOQ).

Supply and fixing switch piano flush type (ISI marked), 15/16Amps, single pole, one way complete all as specified and as directed by Engineer-in-charge. (Laminated sheet shall be measured and paid in point wiring item of BOQ).

Supply and fixing ceiling rose (ISI marked) surface type polycarbonate isolated body two to three terminal, topline series 20x50mm, 6 Amp, complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing batten holder (ISI marked) polycarbonate cased body (B22 base), top line series, with back plate, 6Amps, complete all as specified and directed by Engineer-in-Charge.

Supply and fixing stepped type (1-4/5), electronic Fan regulator (one module), 100-120 watt, 250 volts, fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (Laminated sheet shall be measured and paid in point wiring item of BOQ).

Supply and fixing in replacement electric calling Bell Ding Dong type, AC 230 Volts single pole including making elctric connection and testing, complete all as specified and as directed by Engr-in-charge.

Supply and fixing LED lamp minimum 3 star rated 9W LED B-22 base complete all as specified and directed by Engr-in-Charge with following specifications (a) Lumen system efficacy of lamp should be minimum 100 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 45°C (d) Power factor : Minimum 0.95 (e) CRI : Morethan 80

Supply and fixing LED complete fitting including batten, T-8 Retro LED polycarbonate 1 x 20 Watt, appx 4 feet long, environment friendly, including electric connection with using 2 core flexible copper conductor cable 23/0.00076 from ceiling rose to tube fitting, complete fitting with all accessories and following specifications, including taking down old Unserviceable light fitting any type complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 100 Lumen per watt. (b) Input Voltage range : 140 to 270 volts. (c) Temp operating range : Minus 10°C to Plus 45°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) IP rating : IP-20. (g) CRCA pre coated housing with two coloured plastic end cap. (h) LED Driver of the same make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection minimum 2.5 kV. (l) CCT : 6500K (m) CRI : Morethan 80 (n) Rated life time : 50000 burning hrs (Average 10 to 12 hrs daily)

Supply and fixing LED light fitting 1 x 10 Watt, appx 2 feet long environment friendly, including electric connection with using 2 core flexible copper conductor cable 23/0.00076 from ceiling rose to light fitting, complete fitting with all accessories and following specifications, including taking down old Unserviceable light fitting any type complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 100 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 45°C (d) Power factor : Minimum 0.95 (e) THD : Max 10%. (f) IP rating : IP-20. (g) CRCA pre coated housing with two coloured plastic end cap. (h) LED Driver of the same make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection minimum 2.5 kV. (l) CCT : 6500K (m) CRI : More than 80 (n) Rated life time : 50000 burning hrs (Average 10 to 12 hrs daily)

Supply and fixing in replacement energy efficient LED street light/security light fitting of 25W pressure die cast aluminium housing/body, heat resistant clear toughened glass, better optics for uniform distribution street/Roadway luminaire, with driver, including electric connection, fixing the light fitting with new bracket made out of GI tubing light grade 32mm dia, 1.2 metre long bent to shape at 120 degree angle at half metre from bottom, including two Nos clamps made out of MS Flat iron size 40x3 mm with suitable nuts and bolts for fixing of bracket including painting to MS clamp and nut bolts with two coats of aluminium paint over a coat of red oxide primer, complete fitting with all accessories and following specifications, including taking down old Unserviceable light fitting with old bracket any type complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 100 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) IP rating : IP66. (g) IK rating : Minimum IK07 (h) Built in potted LED Driver of the make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection 10 kV (inbuilt + extended) (l) CCT : 5700 K. (m) CRI : Morethan 80 (n) Lens - High Efficiency wide angle lens. (o) BIS Approved fixtures and driver (p) Rated life time : 50000 burning hrs (Average 10 to 12 hrs daily)

Material and labour for extra wiring for inverter socket out going to DB with 1.5 Sqmm single core, FRLSH PVC (using colour coding as directed) insulated multistrand copper conductor drawn through existing conduit (conduit for point wiring already catered in point wiring item of BOQ) including making connection to DB and inverter socket) complete all as specified and as directed by Engineer-in-charge.

Supply and fixing plug top 5/6Amp 3 pin good quality suitable for 240 volts, AC supply for inverter socket complete all as specified and as directed by Engineer-in-charge.

Material and labour for concealed sub main wiring (Two run for main i.e. phase and netural and one run for continues as earth wire connected to earth dolly etc., using red, black and green colour wires as colour coding) with 4 Sqmm single core, FRLSH PVC insulated multistrand copper conductor drawn through and including PVC conduit 25mm dia (medium quality ISI marked), on independent circuit from DB including all fitting arrangement i.e. PVC clamp, rawl plug, screw, terminal/junction box, tee, bend etc. and including cutting of chases in wall, taking out old sub main wiring of any conductor any size from conduit and taking down old unserviceable conduit with fittings, and making good disturbed surfaces of walls as per original complete all as specified and as directed by Engineer-in-charge. Note :-Three run of 4 sqmm copper wire and one run conduit shall be measured as one RM length for payment.

Material and labour for concealed sub main wiring (Two run for main i.e. phase and netural and one run for continues as earth wire connected to earth dolly etc., using red, black and green colour wires as colour coding) with 6 Sqmm single core, FRLSH PVC insulated multistrand copper conductor drawn through and including PVC conduit 25mm dia (medium quality ISI marked), on independent circuit from DB including all fitting arrangement i.e. PVC clamp, rawl plug, screw, terminal/junction box, tee, bend etc. and including cutting of chases in wall, taking out old sub main wiring of any conductor any size from conduit and taking down old unserviceable conduit with fittings, and making good disturbed surfaces of walls as per original complete all as specified and as directed by Engineer-in-charge. Note :-Three run of 6 sqmm copper wire and one run conduit shall be measured as one RM length for payment.

Material and labour for concealed sub main wiring (Two run for main i.e. phase and netural and one run for continues as earth wire connected to earth dolly etc., using red, black and green colour wires as colour coding) with 10 Sqmm single core, FRLSH PVC insulated multistrand copper conductor drawn through and including PVC conduit 25mm dia (medium quality ISI marked), on independent circuit from DB including all fitting arrangement i.e. PVC clamp, rawl plug, screw, terminal/junction box, tee, bend etc. and including cutting of chases in wall, taking out old sub main wiring of any conductor any size from conduit and taking down old unserviceable conduit with fittings, and making good disturbed surfaces of walls as per original complete all as specified and as directed by Engineer-in-charge. Note :-Three run of 10 sqmm copper wire and one run conduit shall be measured as one RM length for payment.

Supply and fixing (concealed flush to wall) factory made DB (made out of CRCA sheet not less than 1.2mm thick, fitted with DIN channel neutral link and 200 Amp rated bus bar) SPN, 12 Way 240V, suitable for mounting MCB/Isolator, conforming to IS-13032, DB shall be semi glosy finished with epoxy polyster based powder paint sprayed and backed at high temperature between powder paint process to ensure smooth finish and protection against corrosion atmosphere. The DB shall be double door type with hinged door with locking arrangement, the DBs shall be same make as MCBs, DB shall be provided with level marking indicating the incoming and outgoing circuits on always as specified. The DBs shall be of IP-42 protection class, including taking down unserviceable old DB any type including MCB etc and including making good disturbed surfaces of walls as necessaty complete all as specified and directed by Engineer-in-charge. Note :- MCB’s shall be measured and paid separately under appropriate item of BOQ.

Supply and fixing in replacement (concealed flush to wall) factory made DB (made out of CRCA sheet not less than 1.2mm thick, fitted with DIN channel neutral link and 250 Amp rated bus bar) VTPN, 4 Way, suitable for mounting MCCB/MCB, conforming to IS-13032, DB shall be semi glosy finished with epoxy polyster based powder paint sprayed and backed at high temperature between powder paint process to ensure smooth finish and protection against corrosion atmosphere. The DB shall be double door type with hinged door with locking arrangement, the DBs shall be same make as MCBs, DB shall be provided with level marking indicating the incoming and outgoing circuits on always as specified. The DBs shall be of IP-42 protection class, including taking down unserviceable old DB any type including MCB etc and including making good disturbed surfaces of walls as necessaty complete all as specified and directed by Engineer-in-charge. Note :- MCCB/MCB shall be measured and paid separately under appropriate item of BOQ.

Supply and fixing MCCB of capacity 100 Amp, 4 pole, 415 volt, short circuit breaking capacity 16KA , thermal magnetic trip, setting 80-100%, Icu-100% Ics, fixing in existing DB/panel complete all as specified and as directed by Engineer-in-charge.

Supply and fixing MCB ‘B’ curve suitable for 240 volts AC supply, 06 to 32 Amps, SP with over load and short circuit protection and rupturing capacity not less than 10 KA, fixing in existing DB/panel complete all as specified and as directed by Engineer-in-charge

Supply and fixing MCB ‘B’ curve suitable for 240 volts AC supply, 32 Amps, SPN with over load and short circuit protection and rupturing capacity not less than 10 KA, fixing in existing DB/panel complete all as specified and as directed by Engineer-in-charge

Supply and fixing PVC blanking plate of good quality suitable for DB SPN/TPN complete all as specified and as directed by Engineer-in-charge.

Supply, installation, commissioning and testing of factory made LT panel Board (main control board) fixed on/inside wall (front side open-able glass door including locking arrangements and handle), dust proof, vermin proof made out of CRCA sheet 2 mm thick powder coated, Suitable size for fixing electronic energy meter-08 Nos and VTPN DB box with incoming cable and out going sub-main wiring and internal wiring with proper spacing including provision of rubber beading and mild steel cable glands and lugs, provision of air fins for ventilation, complete including all connections incoming / out going, including taking down old panel board any type with fittings complete all as directed by Engineer-in-charge. Note :- Electronic meter and VTPN DB shall be measured and paid separately under appropriate item of BOQ.

Supply and fixing exhaust fan (heavy duty) steel body, AC single Phase 230V, 50 Cycle per second, size 300mm sweep with blades and frame including self closing GI louvers off mode protection against birds etc mounted in suitable opening arrangement and connecting up and including three core PVC Insulated PVC Sheathed copper conductor flexible cable1.0 Sqmm drawn in flexible PVC conduit and hanging on wall with 4 Nos steel fastners 10mm dia 100mm long and making good the disturbed surface complete all as specified and as directed by Engineer-in-charge.

Disconnecting electric connection and taking down carefully serviceable ceiling fans and keep in safe custudy. After the building repair work or as directed refixing /hanging the ceiling fan including electric connection with and including new flexible copper wire 3 core from ceiling rose/connector to fan connector, including new nut bolts and split pins etc complete all as specified and as directed by Engineer-in-charge.

Disconnecting electric connection and taking down carefully serviceable Exhaust Fans and keep in safe custudy. After the building repair work or as directed refixing the same including electric connection with and including new flexible copper wire three core from ceiling rose to fan, fixed by using new 4 Nos 100 mm long 12 mm dia bolts nuts and washers grouted in wall in CM (1:3) complete all as specified and as directed by Engineer-in-charge.

Disconnecting electric connection and taking down carefully serviceable geyser any capacity and keep in safe custudy. After the building repair work or as directed refixing /hanging the same including making all water connection with new PVC connection for hot and cold water, including electric connection with and including three core PVC Insulated PVC Sheathed copper conductor flexible cable, 04 No Nut bolts grouting in wall in PCC (1:2:4) using 12.5mm graded stone aggregate for hanging the geyser and making good the disturbed surface complete all as specified and as directed by Engineer-in-charge.

Taking down old serviceable electronic/electric meter single phase and keep in safe custudy. After the building repair work or as directed refixing the same complete with accessories in LT panel box complete all as specified and directed by Engr-in-Charge.

Supply and fixing DBOXx SRCD (Socket for residual current device) ready plug & play all-in-one device that provides protection to humans from electric shock due to direct or indirect contact as well as provides protection from overload and short circuit faults single pole and netural complete with one SPN MCB of capacity 20 Amps, 240 Volts, AC supply complete all as specified and directed by Engineer-in-Charge. Make:- DHDDCDP025202003 of Havelles or Techno commercial equivalent in Anchor / Legrand / Schneider

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI earthing wire of size 4 mm dia by means of GI bolts/nuts/washers and protected by 15 mm bore GI light grade pipe upto test point or upto electric equipment, fixing with 02 Nos nuts and bolts. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) including taking out/dismantling old unserviceable earthing system complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

Supply and fixing galvanized steel tubing (GI pipe) medium grade 25mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. including cutting and threading of pipe, laid in trenches / under roads, drain, paths, fixed to poles/ walls with Mild steel clamps, bolts, nuts and washers including taking down old unserviceable pipe complete all as specified and as directed by Engineer-in- charge.

Supply and fixing galvanized steel tubing (GI pipe) medium grade 40mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. including cutting and threading of pipe, laid in trenches / under roads, drain, paths, fixed to poles/ walls with Mild steel clamps, bolts, nuts and washers including taking down old unserviceable pipe complete all as specified and as directed by Engineer-in- charge.

Supply and fixing gun metal, globe or gate valve (ISI marked), with iron wheel head, screwed both ends suitable for 25mm bore iron pipes including taking down old unserviceable valve complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight of gate valve shall be as given in SSR or in relevant IS.

Supply and fixing gun metal, globe or gate valve (ISI marked), with iron wheel head, screwed both ends suitable for 40mm bore iron pipes including taking down old unserviceable valve complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight of gate valve shall be as given in SSR or in relevant IS.

Material and labour for Construction of brick masonary valve pit chamber size 450 X450 X600 mm (internal dimension) using sub class 'B' bricks complete including excavation & earth work, returning fillig and disposal of surplus soil to distance not exceeding 50m and deposited where directed, PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in foundation, coping on top in PCC (1:2:4) type B-2 using 20 mm graded stone aggregate, brick work in cement mortar (1:4), inner plaster 12 mm thick in cm (1:4) finished even and smooth and pionting flush externally as the work proceeds in the same mortar, MS sheet cover 3.15mm thick mounted on angle iron frame of size 40 x 40 x 6mm with handle and locking arrangement duly painted with two coats of synthetic enamel paint over a coat of red oxide primer and embeded portion of MS work duly applying black bitumenous paint before embeded complete all as specified and as directed.

Supply and laying or fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor having cross sectional area 16 Sqmm 4 core conforming to IS-7098 (Part-I)-1988 with upto date amendments, including taking out old unserviceable cable any size complete all as specified and as directed. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.)

Supply and laying or fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor having cross sectional area 25 Sqmm 3.5 core conforming to IS-7098 (Part-I)-1988 with upto date amendments, including taking out old unserviceable cable any size complete all as specified and as directed. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.)

Material and labour for sand cushioning, with dry and clean fine river sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified and as directed. (Note:- Punned thickness shall be considered for payment purpose)

Supply and laying Best quality, locally available, sub class ‘B’ bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed.

Supply and fixing in replacement GI tubing light grade of size 40 mm bore, ISI marked, fixed along poles/walls or laid in trenches, under road for cable protection including fittings (elbow, tee, socket etc) complete all as specified and as directed. (Note:- Excavation and earthwork as required shall be measured and paid separately under respective item of Sch.)

Material and labour for PCC (1:3:6), type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete, bed block & similar work etc including form work complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in coping, for embedded posts/poles & similar work etc including weatherings, slightly rounded or chamfered angles complete all as specified and as directed by Engineer-in-charge.

Boring hole/Excavation by trenchless technology for boring of holes under road, pavement, hardstanding using trenchless boring machine or by means of manual manpower suitable for inserting GI pipe any dia upto 50mm including removal of surplus soil and making good disturbed surface complete all as specified and as directed. NOTE:- Pipe for inserting as required shall be measured and paid for separately.

BHULLARCONSTRUCTIONS

MS KHOSLA ENTERPIRSES

M/s Azure Infrastructure Construction Co.

A.V BUILDERS

NAND LAL PURI AND SONS PRIVATE LIMITED

BANSI BUILDER AND CONTRACTORS PVT LTD

JB Infrastructure