PROVISION OF LABS (SIZE 7 X 10.6 M) AT KV NO - 01 AND KV NO - 02 AT BINNAGURI MIL STN UNDER GE SOUTH BINNAGURI

Amount

Surface dressing not exc. 15 cm deep in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge.

Excavating over areas, n exc 1.5 m deep and getting out in soft/ loose soil complete all as per specified and as directed by Engineer-in-charge.

Excavating over areas for each additional 1.5 m or part thereof in depth beyond the first 1.5 n exc 3.0 m deep and getting out in hard/ dence soil complete all as per specified and as directed by Engineer-in-charge.

Excavation in trenches n. exc 1.5m wide and n. exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.

Excavation in trenches exc 1.5 Mtr wide and not exc 3.0 Mtr deep soft loose soil type of soil getting out and levelling of bottom surface to required level for cable/stay, 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 25cm in hard/dense soil, complete all as per specified and as directed by Engineer-in-charge.

Removing excavated materials (soils) exceeding 1.50 KM but n exc 5.00 KM and deposited, complete all as specified and as directed by Engineer-in-charge.

M&L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge.

M&L for RCC M25 (Design mix) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-charge.

M&L for RCC M25 (Design mix) as in Columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge.

M&L for RCC M25 (Design mix) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by Engineer-in-charge.

M&L for RCC M25 (Design mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-charge.

M&L for RCC M25 (Design mix) as in Chajjas etc. complete all as specified and as directed by Engineer-in-charge.

M&L for formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge.

M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. rough finished surfaces of concrete Curved etc., complete all as per specified and as directed by Engineer-in-charge.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) including edges rough finished surfaces of concrete Curved etc., complete all as per specified and as directed by Engineer-in-charge.

M&L for formwork to chullah hoods, chajjas, weather shades, corbels, water troughs and similar items including edges rough finished surface of concrete flat complete all as specified and as directed by Engineer-in-charge.

M&L for form work for side of squre, rectangular or polygonal pillars, posts, columns & similar works vertical or batter rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-charge.

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

M&L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, complete all as per specified and as directed by Engineer-in-charge.

M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge.

M&L for fly ash brick work with Modular bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.

M&L for brick work with fly ash Modular bricks straight or curved on plan in CM 1:4 as in half brick thick walls, complete all as specified and as directed by Engineer-in-charge.

S&F of Pressed steel frames of size 125x60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete all as per specified and as directed by Engineer-in-charge.

M&L for secound class hardwood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed, complete all as per specified and as directed by Engineer-in-charge.

M&L for 35 mm thick secound class hardwood plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats, complete all as per specified and as directed by Engineer-in-charge.

M&L for 35 mm thick second class hardwood glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc (without sash bar) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc sizes of member (Bottom 250mm, stiles 100mm, top 120mm & lock rail 160mm wide) as specified in SSR part I section & clause 8.24 (a) complete all as specified and as directed by Engineer-in-charge.

M&L for providing plain cement concrete type C-1, 1:3:6, (using 20 mm graded stone aggregate), as in copings, bed block for filing hollow space of steel chowkhats, fixing of hold fast, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work, complete all as per specified and as directed by Engineer-in-charge.

S&F of Powder coated aluminium window sliding type three track (2 glazed & one gauzed shutter ) aluminium sections weighing not less than 1.67kg/m for frame and 0.55 kg/m for shutter including necessary jointing cleats, glazing cleats, rubber packing , screws, handle, locking arrangement and 5.5mm thick plain/tinted glass and aluminium mosquito proof gauge including taking down of old existing steel window and making good disturbed surfaces of wall complete all as per specified and as directed by Engineer-in-charge.

M&L for machine cut kota stone slab flooring 18-20mm thick, for staircase steps (treads) in single piece (of length not more than 1200mm), jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing including provn of two Nos 3x3 mm grooves at tread of each step laid over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as specified and as directed by Engineer-in-charge.

M&L for machine cut Kota stone slab 18-20 mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as specified and as directed by Engineer-in-charge., complete all as specified and as directed by Engineer-in-charge.

M&L for coloured glazed ceramic tiles 350x 250x 7 mm/ 450X 350X 7mm thick, on vertical surfaces such as skirting, dados and risers to steps etc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match over 10 mm thick screed bed or bedding layers in CM 1:4 complete all as per specified and as directed by Engineer-in-charge.

M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as per specified and as directed by Engineer-in-charge.

S&F of 250 mm long mild aluminium alloy, anodised, sliding door bolt with hasp, 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 per specified and as directed by Engineer-in-charge.

S&F of 150 mm long aluminium handles, cast type, anodised, complete all as per specified and as directed by Engineer-in-charge.

S&F of 150 mm long aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 including, surface even & fair without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for 20 mm thick plaster of cement mortar (1:4) rendering on fair faces of brick work in two layers (10mm & 10mm) mixed with water proofing compound in top layer 200 ml per beg of cement or as per manufacturer's instructions finishing the surface even and fair without using extra cement complete all as specified and as directed by Engineer-in-charge. (Note: WPC shall be measured and paid separately as supply only under relevant item.)

Supply only integral water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge.

M&L for 5 mm thick rendering plastering on fair faces of brick work or concrete surface in cement mortar (1:3) and surface even and fair without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for preparing new plastered surfaces and applying two coats distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work

M&L for applying 1mm thick wall care putty on wall on new wall surface, complete all as specified and as directed by Engineer-in-charge.

M & L for preparing new Plastered surfaces of walls and finishing the walls with Acrylic smooth weather proof exterior emulation paint of required shade : New work (Two or more coats applied @1.67 Ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm) over 1mm thick wall care putty on wall on new wall surface, complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge.

M&L for preparing newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge.

M&L for preparing new plastered surfaces and applying two coats of distemper oil emulsion complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously untreated wood or wood based surfaces of any description, exceeding 10 cm width or girth, not otherwise described 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.

M&L for for sand cushioning layer over sub base for fixing of interlocking tiles spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge.

M&L for 25 mm thick for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in sub-base, flooring etc, complete all as per specified and as directed by Engineer-in-charge.

M&L for 75 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate) as in flooring, plinth protection/footpath finishing cement concrete surface even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for 75 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate) as in flooring, plinth protection/footpath finishing cement concrete surface even and fair without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for 18/19 mm thick block boards, grade 2 quality, interior grade, decorative type with decorative face veneer on one face fixed with screws to timber frame work, complete all as specified and as directed by Engineer-in-charge.

S & F Stainless steel wire cloth, 0.36 mm dia of wire and average width of aperture 1.40 mm and fixed with tinned stacks, or galvanized wire staples complete all as per specified and as directed by Engineer-in-charge.

S&F of harrison rails curtain rod, mild steel, chromium plated with fixing brackets, stops, rollers etc. complete all as per specified and as directed by Engineer-in-charge.

S&F of Continuous (piano) hinges width of flaps (when open) in 30 mm, mild steel, bright finish or electrogalvanized, complete all as per specified and as directed by Engineer-in-charge.

S&F of 100 mm Hasp and staple, safety type, aluminium anodised with mild steel hinge pin including bolt to hinge plate and fixed with screws, complete all as per specified and as directed by Engineer-in-charge.

S&F of 100 mm extruded brass handles, fabricated type polished, complete all as per specified and as directed by Engineer-in-charge.

M&L for plain cement concrete type C-2, 1:3:6 (using 40 mm graded stone aggregate) as in surface channels and drains, complete all as specified and as directed by Engineer-in-charge.

S & F of sink without drainage board made of stainless steel 1 mm thick kitchen or laboratory with plugs, washers; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe over all size 495mm x 420mm bowl size 410mm x 330mm x 160mm, complete all as per specified and as directed by Engineer-in-charge.

S&F of 15mm dia, bib taps, cast copper alloy, fancy type, chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, complete all as per specified and as directed by Engineer-in-charge.

S&F of GI tube 15 mm bore medium grade with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge.

S&F of GI tube 20 mm bore medium grade with all fitting and fixed complete to walls and ceilings or laid in 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 or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth, complete all as per specified and as directed by Engineer-in-charge.

M&L for 10mm thick screed bed or bedding layer in cement mortar (1:4) mixed with WPC in order to maintain proper slope over existing roof surfaces for laying water proofing treatment over roof, finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge. (Note: Water proofing compound shall be measured and paid separately under relevant item of this schedule).

M & L water proofing treatment to RCC roof slab including parapet comprising of the following course of treatement / specified from bottom to top (a) Applying Bituminous primer @ 0.40 Ltr per Sqm over plastered surfaces of roof including parpet surfaces. Bituminious primer shall be 'Tar Mastic' manufactured by M/S STP LTD or 'EMW FLATE' manufactured by M/S Texsa India Ltd. (b) Over the priming coat laying one layer APP based polymeric membrance of approved manufacturer, 3 mm thick of weight not less than 3.60 Kgs/Sqm reinforced with non woven polyester fabric weight not less than 160 gms per Sqm. Polymeric members shall be taken to a height of 60cm (minimum) and then inserted inside the groove of parapet wall and shall be finished by a membrance flashing. (c) Application of two coat of bituminous aluminium paint over the polymeric membrane after necessary preparation and cleaning, complete all as specified and as directed by Engineer-in-charge. Note:- (i) Laying APP based polymeric membrance shall be done by torch on method or as per manufacturers instructions. (ii) A minimum overlap of 100mm shall be made at the end and 75mm shall be made at the sides of the polymeric membrance respectively and sealed all ovelaps and joints as per Manufacturers instructions. (iii) APP based polymeric membrance shall be "SUPER THERMOLAY" manufactured by M/S STP LTD or MOPLY FP manufactured by M/S Texsa India Ltd.

M&L for Cutting out cracks to V-section in existing roofs or terracing, cleaning out and filling solidly with a hot mixture of bitumen and clean dry sand 1:1 (by weight), complete all as specified and as directed by Engineer-in-charge.

M&L for PCC (1:2:4) type B-1 (using 20 mm grade crushed stone aggregate) as in water tank platforms, filling and mass concrete, complete all as specified and as directed by Engineer-in-charge.

M&L for providing and injecting chemical emulsion for constructional antitermite treatment to treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured), complete all as specified and as directed by Engineer-in-charge.

M&L for providing and injecting chemical emulsion for constructional antitermite treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface, complete all as specified and as directed by Engineer-in-charge.

M&L for providing and injecting chemical emulsion for constructional antitermite treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and as directed by Engineer-in-charge.

S&F of 110 mm dia PVC (SWR) pipes single socketed, in any length, laid in trenches or in floors, complete all as per specified and as directed by Engineer-in-charge.

S&F of 20 mm ball valves, high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 15mm-142gms/ 20 mm - 210gms/25mm-455gms/ 40mm - 690 gms) and fixed in position complete all as per specified and as directed by Engineer-in-charge.

S&F of 75 mm dia bore PVC (SWR) bends, complete all as specified and as directed by Engineer-in-charge.

M&L for concrete bed to 100 mm dia drain pipes including packing under & haunching against the sides of pipes with concrete after they are laid & tested in PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) complete all as per specified and as directed by Engineer-in-charge.

S&F of rotational moulded polyethylene water storage tanks double layered ISI Marked (cylindrical, vertical with closed top) of 500 litres capacity hoisted and fixed in position including connecting up pipes securing access covers etc, complete all as per specified and as directed by Engineer-in-charge.

M&L for concealed point wiring with 1.5 sqmm size (nominal area) PVC insulated unsheathed single core multi stranded FRLSH copper conductor cable drawn into and including PVC conduit of adequate size with all accessories (including cutting chases & making good the disturbed surface to its original specification) including MS sunk box, 3 mm thick phylum sheet top cover fixed by means of brass machine screw and cap washer including size 1.5 sq mm (nominal cross sectional area) PVC insulated unsheathed single core multistranded copper conductor cable as earth continuity conductor connected to main switches/DB's or common earth dolly complete all as specified and as directed for one light/fan/bell point controlled by one switch, complete all as per specified and as directed by Engineer-in-Charge.

All as per serial item No. 77 above but for socket outlet 5/6 AMPs point on same board, complete all as specified and as directed by Engineer-in-charge.

All as per serial item No. 77 here in before but wiring with two single core, multistranded copper conductor of size 4.00 sqmm for 15/16 A socket out let point on independent board, complete all as specified and as directed by Engineer-in-charge.

S&F of Modular Switch single pole, one way, 6 Amps, 1 module, 230 volts, ISI marked, complete all as specified and as directed by Engineer-in-charge.

S&F of Modular Switch single pole, one way, 16 Amps, 1 module, 230 volts, ISI marked, complete all as specified and as directed by Engineer-in-charge.

S&F of Modular shutter socket outlet 5 pin, 6 Amps, 2 module, 230 volts, ISI marked, complete all as specified and as directed by Engineer-in-charge.

S&F of Modular shutter socket 6A/16A - 2/3 pin combined 2 module, 230 volts, ISI marked, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 3 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 6 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 8 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular Metal flush box 3 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular Metal flush box 6 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular Metal flush box 8 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular electronic step regulator (speed regulation in 5 steps) 120W - 2 module suitable for ceiling fan 1200 sweep/1400 mm, complete all as specified and as directed by Engineer-in-charge.

Supply and of fix ceiling rose surface PVC three terminals, PVC/ polycarbonate, insulated body, complete all as specified and as directed by Engineer-in-charge.

Supply and fix LED tube light fittings1 x 20 Watt, 220 V, AC decorative box type with driver holder including LED tube rodconnecting up with three core flexible copper conductor cable from ceiling rose to tube light fitting complete all as specified and as directed by Engineer-in-charge.

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

S&F of LED street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and as directed by Engineer-in-charge.

Supply and fixing of ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as specified and as directed by Engineer-in-charge.

Supply and fix of sheet metal enclosure powder painted for MCB SPN 8 way double door DB, 240 Volts, 200 Amp with din rail and bus bar including making good to the disturbed surface matching with the existing complete all as specified and as directed by Engineer-in-charge.

S&F of RCCB Double pole, earth leakage protection 300 mA, Rating 60 Amp, 240 volts, ‘C’ curve, 10KA complete with connection testing and commissioning, complete all as specified and as directed by Engineer-in-charge.

Supply and fixing amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of SP 6 To 32 AMP current carrying capacity in the MCB DB complete with connection testing and commissioning, complete all as specified and as directed by Engineer-in-charge.

Material and labour for earthing complete with galvanized steel plate electrodes of size 600x600x6 mm thick burried directly in ground with earth pit not less than 2.25 meter deep below normal ground level with top edge of plate not less than 1.5 meter below normal ground level connected to galvanised wire 4.00 mm earth lead by means of nuts, bolts, checknuts and washers including 15 mm bore galvanized iron pipe, medium grade for protection of earth lead upto the length of 7.5 meter towards test terminal and 20 mm bore galvanized iron pipe, medium grade for watering, and providing of charcoal and common salt in alternate layers, including necessary earth work in any type of soil and including PCC pit in PCC 1:2:4 with provision of wire mesh and funnel, complete all as shown in electrical plate No 5 of SSR Part- I including testing, complete all as specified and as directed by Engineer-in-charge.

Supply and fix of amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of SPN 40 to 63 AMP and current carrying capacity in the MCB DB complete with connection testing and commissioning, complete all as specified and as directed by Engineer-in-charge.

Supply, fixing & testing of 10 Sqmm, 2 Core XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminum conductor, 1100Volt grade on walls with fixing acessories, complete all as specified and as directed by Engineer-in-charge. Note - Earthwork, sand cushioning, bricks, GI pipe, etc. shall be measured and paid separately.

M & L for horizontal boring across the existing road without disturbing the road surface for inserting 40 mm bore GI pipe, complete all as specified and as directed by Engineer-in-charge. Note :- GI pipe shall be measured and paid separately under relevant item of this schedule.

S&F of GI tube 40 mm bore light grade for cable protection, complete all as specified and as directed by Engineer-in-charge.

Removing excavated Soil materials to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point, complete all as per specified and as directed by Engineer-in-charge.

Supply & Laying of sub class B bricks of size 25cmx12.5cmx7.5cm (+/-10% tolerance) for protection of UG cable with width equal to length of bricks as mechanical protection laid dry and flat, complete all as specified and as directed by Engineer-in-charge.

M&L for sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 230mm spreding thickness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed by Engineer-in-charge. Note - Only punned thickness shall be measured and paid.

M&L for making connection of PP-R distribution branch with PP-R main of outer dia of pipes in 16 to 40 mm by providing and fixing tee including cutting and making fusion joint etc, complete all as specified and as directed by Engineer-in-charge.

Supply and laying of 32 mm dia 3 - layer PP-R Polypropylene random copolymer) concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene random with all fittings laid in trenches including testing complete all as per specified and as directed by Engineer-in-charge.

Supply and fixing of PP-R Gate valves (brass insert) suitable for PP-R pipe of outer dia 32 mm complete all as per specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.

ANIL ENGINEERING CO (BID ID -3130290)

M/S MAJUMDER CONSTRUCTION (BID ID -3134095)