PROVN OF CERTAIN REVENUE AND MINOR WORKS AT AF STN CHANDIGARH UNDER GE (AF) CHANDIGRAH.

Amount

Note :The unit rate quoted by the tenderer under Col No (13) of Sch `A’ (BOQ) unless specifically mentioned otherwise such as labour only/fixing only, for all items of works shall be deemed to be including cost of all materials, labour, tools and plants, testing and commissioning of work in position complete as required for entire completion of work.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loosec soil including removing excavated soil to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches in soft/ loose soil , not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, complete all as specified and directed by Engrineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches , complete all as specified and directed by Engineer-in-Charge.

Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.

Hardcore of gauge exceeding 63 mm but not exceeding 100 mm of broken stone or boulders , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete ,75 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregates topping as in sub base ,foundations, filling and mass concrete in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete ,75 mm thick (1:3:6) type C-2, using 40 mm graded mechanically crushed stone aggregatesd topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 75 mm thick, 1:3:6, type C-2, using 40 mm graded mechanically crushed stone aggregates, laid in 1:20 slope as in plinth protection including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/ 25 & two parts heated sand (by volume), surface finished even and fair ,complete all as specified and directed by Engineer-in-Charge. Note :- The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12mm.Quoted rates are inclusive of use and waste of formwork and to devide the area in panels.

Plain cement concrete , (1:2:4) type B-1, using 20 mm graded mechanically crushed stone aggregates topping as in sub base ,foundations, filling and mass concrete , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:2:4) type B-1 using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:6 as in Road side kerb stone machine made of size as approved by GE made to shape slightly rounded or chamfered on edges including necessary form work , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete ,25 mm thick (1:2:4) type B-0, using 12.5 mm graded mechanically crushed stone aggregates as in sub base finished even & rough to receive the bedding mortar , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:2:4) type B-0 using 12.5 mm graded mechanically crushed stone aggregates 40 mm thick as in Damp proof course to horizontal or vertical surfcaces including necessary form work in and including water proofing compound as per manufacturers instruction @3% of cement weight, complete all as specified and directed by Engineer-in-Charge. Note: Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account.

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

Brick work with sub-class `B' bricks, straight or curved on plan in any radius in half brick thick wall built in cement sand mortar 1:4 ,complete all as specified and as directed by Engineer -in-Charge. Note:.Quoted rate shall be deemed to include for necessary scaffolding & formwork upto 5.00m high.

Use & waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves, including sub-ports, overhangs, etc. also splays between floors and beams, etc.; with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to chullah hoods,chajjas, troughs and similar items including edges,with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors and roofs n.exc. 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc. 10cm but n.exc. 20cm wide, with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 10mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 6 to 8mm dia as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 5mm dia and over and upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90mm dia. Or securing with clips , complete all as specified and directed by the Engineer in Charge.

Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; roof beam,bases for columns, etc; basement slabs, under reamed piles and mass concrete, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likes, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

First quality glazed designer pattern ceramic coloured tiles of 450x300x7mm thick fixed in pattern to wall ( combination of dark and light colour with boarder) laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement with pigment to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick, Joint Free (square/ rectangular) area of each tile exc. 0.11 Sq.m but n.exc. 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Sq.mtr. over and including 15mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.

Chequered cement concrete tiles 200mm x 200mm x 25mm thick, factory made, ISI marked (IS 13801-1993), with grey cement & pigment, laid with neat cement slurry @ 3Kg/Sqm over & including 15mm thick screed bed of cement mortar (1:6), pointed in white cement with matching colour pigment ,complete all as specified and directed by Engineer-in- Charge.

Cloured chequered cement concrete tiles 200mm x 200mm x 25mm thick, factory made, ISI marked (IS 13801-1993), with grey cement & pigment, laid with neat cement slurry @ 3Kg/Sqm over & including 15mm thick screed bed of cement mortar (1:6), pointed in white cement with matching colour pigment in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in white cement with pigment,complete all as specified and directed by Engineer-in- Charge.

Rendering 15 mm thick plaster on brick work or concrete surfaces in cement mortar (1:4) , finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note:.Quoted rate shall be deemed to include for necessary scaffolding & formwork for double storey building.

Rendering 15 mm thick plaster on brick work or concrete internal surfaces in cement mortar (1:6) finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note:.Quoted rate shall be deemed to include for necessary scaffolding & formwork ..

Rendering 10 mm thick plaster in cement mortar (1:3), as on concrete surfaces as in ceiling (such as top & bottom of chajjas, beams, roof projection, balcony , Mumty and stair case flight,ceiling ,roof slab etc.)finished the surfcae even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note:.Quoted rate shall be deemed to include for necessary scaffolding & formwork ..

Preparation of new plastered or unplastered surfaces of wall and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.

Preparation of new plastered or unplastered surfaces of ceiling and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint over 1mm thick Walll care putty and smoothing the surface by using sand paper, complete all as specified and directed by Engineer-in-Charge.

Factory made solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing in section 8 on Page 180 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.

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 moulded prelam PVC sheet on the front face & 2mm thick prelam PVC sheet on and 2 mm prelam PVC sheet on back face supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing in section 8 on Page 181 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.

Factory made box type steel ventilator fixed type, dovetailed or welded and with one shop coat of zinc chromate primer in and including cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1, complete all as specified and shown on Drawing No CEAF/STD-186-2012 Sheets 1/1 and as directed by the Engineer in Charge.

Butt hinges 100 mm size , extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 ISI marked ,complete all as specified and directed by the Engineer in Charge.

Barrel tower bolts aluminum anodizes of extruded section and fixed of 150 mm long size (length of bolt) ISI marked ,complete all as specified and directed by Engineer-in- Charge.

Handles of size 125 mm 'D' type ,extruded aluminium alloy , fabricated type anodized ISI marked ,complete all as specified and directed by Engineer-in- Charge.

Aluminum alloy, anodized, 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 aluminum alloy and fixed length of bolt 300mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked) , complete all as specified and directed by Engineer-in-Charge.

Figured glass 3 mm thick, pin headed tyoe and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane,including fixing with glass pins to hold glass in position ,complete all as specified and directed by Engineer-in- Charge.

Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery ,complete all as specified and 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 and making good, cutting not exceeding 10cm girth, and removal of rubbbish outside MOD land,,complete all as specified and directed by Engineer-in- Charge.

Steel water tubing, 15 mm bore medium grade ISI Marked, galvanized with all fittings and fixed as in concealed/ surface to walls, ceiling or laid in floors etc , complete all as specified and directed by Engineer-in-Charge. Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Steel water tubing, 20 mm bore medium grade ISI Marked , galvanized with all fittings and fixed complete to walls, ceiling or laid in floors , complete all as specified and directed by Engineer-in-Charge. Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Rotational moulded PVC, tripple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. including ball valve high pressure of PTMT with epoxy coated aluminium door and high density plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 20mm-210 gms ,complete all as specified and directed by Engineer-in- Charge.

Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed for 20 mm bore dia , complete all as specified and directed by the Engineer in -Charge.

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

Bib cock long body with flange,15 mm bore fancy type cast copper alloy Chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule , complete all as specified and directed by Engineer-in-Charge.

Pillar cock, long neck fancy type cast copper alloy , with capstan heads, chromium plated , screwed down for 15 mm bore pipe,high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

Shower roses of 125 mm size ,15 mm bore, brass chromium plated ,with arm swivel joints, including fixing to steel pipe or GI/Kitec fiiting, complete all as specified and directed by the Engineer in -Charge.

Wash basins ,vitreous china, white,pedestal pattern ,rectangular type of size 550x400mm including brackets and cutting for and pinning in ends of brackets or erecting stand 32mm dia Waste fittings, brass, chromium plated for glazed basins with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed inluding new brackets , complete all as specified and directed by the Engineer in -Charge.

Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including connection to trap,and to flushing pipe, anti-syphonage pipe,etc including 100mm cast iron 'P' or 'S' trap complete including making good to floor , complete all as specified and directed by the Engineer in -Charge. Note :- Qty and Rates are inclusive of for both P type and S type Traps .

Vitreous china urinal, half stall type, white , complete including providing and fixing plugs, bedding urinal against wall in cement mortar (1:2), securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement fixing with bracket, flush pipe, grating and union for discharge pipe and CP spreader, complete all as specified and directed by the Engineer in -Charge.

Viterous China Urinal Partition white of size 310x700mm terminating about 40cm above floor line, including necessary fittings and pointing around partition with white cement fixed in position, complete all as specified and directed by the Engineer in -Charge.

PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level , complete all as specified and directed by the Engineer in -Charge.

PVC connections 15mm size with PTMT nuts of length 600 mm , complete all as specified and directed by the Engineer in -Charge.

Plastic water closet seat cover good quality in white colour with flat bottom and cover and mild steel chromium plated or aluminium hinging devices, connected to drains outlet , complete all as specified and directed by the Engineer in -Charge.

PVC waste pipe flexible for Sink/ WHB of 32mm size , complete all as specified and directed by the Engineer in -Charge.

Health Faucet (ABS Body) mild steel chromium plated suitable for 15mm dia pipe with 1.25m long flexible tube and ABS wall hook including making connections and fixed in position, complete all as specified and directed by the Engineer in -Charge.

Towel rail 600mm long (between flanges) , 20mm dia, ‘D’ type, brass chromium plated, fixed to walls with screws and plastic cleats,complete all as specified and directed by Engineer-in- Charge.

Sheet Glass Shelf Assembly rectangular type consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long fixed with PVC plugs and wooden screws, complete all as specified and directed by the Engineer in -Charge.

Brass Chromium Plated Grating Doom 125mm with or without hole fixed on floor /nahani traps with cement mortar , complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor in and including taking down old pipes ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 110 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor, complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) Pipes 75mm bore, single socketed in any length with rubber ring joints, fixed to walls and making good the mouth of rain water pipe in and including taking down old pipes ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) Pipes 110mm bore, single socketed in any length with rubber ring joints, fixed to walls and making good the mouth of rain water pipe in and including taking down old pipes ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) bends any radius 75mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) bends any radius 110mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) floor trap plain 75mm with grating including jointing with solvent cement to waste pipe as per site requirement , complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) pipes 75mm bore junction single, (single Tee) equal or unequal with oval access door fixed with solvent cement in any position as per site requirement ,complete all as specified and directed by Engineer-in- Charge.

Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof of 75mm bore of pipe , complete all as specified and directed by Engineer-in-Charge.

Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof of 110 mm bore of pipe , complete all as specified and directed by Engineer-in-Charge.

Cast iron branch pieces 75mm dia bore, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches fitted with oval access door ,complete all as specified and directed by Engineer-in- Charge.

Water proofing treatment on horizontal roof surfaces after clening of surfaces in the following manner including , complete all as specified and directed by Engineer-in-Charge :- (a) 15mm thick screed plaster on RCC slab in cement mortar 1:6 in and including using water proofing compound @ 3% by weight of cement and finishing the surface even and smooth without using extra cement . (b) Applying a coat of bituminous primer conforming to IS-3384 :1986 @ 0.30 ltr/sqm (c) Providing with 3 mm thick APP water proofing membrane minimum weighing 3.60 Kg/sqm reinforced with non woven polyster fabric matt (wt. not less than 150 gms/sqm) laid on primed surface by using butane torch by torch application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3 kg/sqm duly sealed at over laps & joints with flame (by torch application) all as per manufacturer’s instructions.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm , complete all as specified and directed by the Engineer-in-Charge.

Rolled sections as in main and cross beams, hip and jack rafters;purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates of Fe-410 (Gde E-250) ,quality B , complete all as specified and directed by the Engineer-in-Charge.

Pre-colour coated high tensile strength galvalume corrugated sheet roofing with yield strength (550 MPA) prepainted with aluminium (55%) and zinc (45%) alloy coating applied through continous hot dip process having total coated thickness (TCT) of 0.50mm as in roof covering/cladding to wall, fixed with self tapping screws as specified, complete all as specified and directed by Engineer-in-Charge.

Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.

Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint ,complete all as specified and directed by the Engineer in Charge.

Steel water tubing, 40 mm bore medium grade ISI Marked, galvanized with all fittings laid in trenches and fixed to walls, ceiling or laid in floors etc , complete all as specified and directed by Engineer-in-Charge. Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Steel water tubing, 50 mm bore medium grade ISI Marked , galvanized with all fittings laid in trenches and fixed to walls, ceiling or laid in floors etc , complete all as specified and directed by Engineer-in-Charge. Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Steel water tubing, 80 mm bore medium grade ISI Marked , galvanized with all fittings laid in trenches and fixed to walls, ceiling or laid in floors etc , complete all as specified and directed by Engineer-in-Charge. Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Gun-metal, globe or gate valves ISI Marked ,( IS-778) with iron wheel head, screwed both end for iron pipe and fixed for 40 mm bore dia , complete all as specified and directed by the Engineer in -Charge.

Gun-metal, globe or gate valves ISI Marked ,( IS-778) with iron wheel head, screwed both end for iron pipe and fixed for 50 mm bore dia , complete all as specified and directed by the Engineer in -Charge.

Sluice valve class PN 1.6 of 80 mm dia ,CI body with Gun metal/ brass spindle with hand operated iron wheel, both ends flanged and drilled includingrubber gaskets, ring, nuts, bolts ,washers etc conforming to IS 14846-2000 , complete all as specified and directed by Engineer-in- Charge.

Construction of septic tank for 10 users with free board depth 0.45m including excavation and earth work in any type of soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCC 1:2:4 type B-1 slab including CI manhole cover (HD) vent pipe and sludge chambers, returning filling in and depositing disposal soil to a distance not exceeding 50 metre, complete all as specified and directed by the Engineer-in-Charge.

Construction of Soakage wells, excavation in any type of soil, foundation in PCC 1:3:6 wells of honey combed and solid in M-25 concrete including intercepting chamber, screen chamber, Brick work in CM 1:4, RCC cover slab in M-25/ RR masonry/ filling with brick bats complete of size 1.20M dia x 3.00 M deep , complete all as specified and directed by the Engineer-in-Charge.

Supply and installation testing and commissioning of desert cooler electric driven (single phase), having nominal air flow capacity of 5000 CuM per hour or next higher size, steel body fabricated from 24 SWG GI sheet complete with connected accessories water pump, speed regulator switch with 3 speeds and off position, ON indicator, float valve, complete electrical connections, complete all as specified and directed by Engineer-in-Charge.

Electric water heater, storage type steel body with glass lined steel inner tank and heating element upto 2 KW capacity 25 litre, BEE 5 Star rated complete with all accessories such as safety valve, thermostate, NRV including electrical connections ,complete all as specified and directed by Engineer-in-Charge.

Exhaust fan, steel body AC single phase 230v of size 300mm sweep 50 HZ ,1200RPM copper windings with blades, frames and louvers, four number anchor fasteners of suitable dia and including electrical connections complete all as specified and directed by Engineer-in-Charge.

Exhaust fan, steel body AC single phase 230v of size 450mm sweep 50 HZ ,1200RPM copper windings with blades, frames and louvers, four number anchor fasteners of suitable dia and including electrical connections complete all as specified and directed by Engineer-in-Charge.

Air circulatopr Fan Heavy duty copper wound 230 volts single phase osciliating 450 mm sweep on wall or on MS Channel/angle ( as per site requirment ) with nuts/bolts/ clamps including electrical connections etc ,complete all as specified and directed by Engineer-in-Charge.

Sub main wiring with two single core 2.5 Sqmm FRLS PVC insulated and unsheathed 1100 volts grade cables with stranded copper conductor cable drawn through in and including 20 mm dia rigid non metallic PVC conduit and conduit accessories including one single core 2.5 Sqmm FRLS PVC insulated unsheathed stranded copper earth cable connected to common earth dully, complete all as specified and directed by Engineer-in-Charge. Note : (i) 2 run of 2.5 Sqmm ,1 run of PVC conduit & 1 run of 2.5 Sqmm cable will be measured as single run. (ii) Extra length of cables/wire required for connection to MCBs shall not be measured and paid separetly the rate quoted by contractor per unit shall be deemed to be included in the quoted rate of this item.

Sub main wiring with two single core 4 Sqmm FRLS PVC insulated and unsheathed 1100 volts grade cables with stranded copper conductor cable drawn through in and including 20 mm dia rigid non metallic PVC conduit and conduit accessories including one single core 4 Sqmm FRLS PVC insulated unsheathed stranded copper earth cable connected to common earth dully, complete all as specified and directed by Engineer-in-Charge. Note : (i) 2 run of 4.0 Sqmm ,1 run of PVC conduit & 1 run of 4.0 Sqmm cable will be measured as single run. (ii) Extra length of cables/wire required for connection to MCBs shall not be measured and paid separetly the rate quoted by contractor per unit shall be deemed to be included in the quoted rate of this item.

Sheet metal enclosure single pole and neutral with a two pin & earth plug and socket etc complete with on SP MCB 6-32 AMPs 'B' curve, 240 volts 10 KA ,complete all as specified and as directed by Engineer-in- Charge.

Switch piano, flush type single pole, one way 6 Amp , complete all as specified and directed by Engineer-in-Charge.

Socket outlet 6 Amp - 2/3 pin combined piano type, complete all as specified and directed by Engineer-in-Charge.

Water cooler electric driven (single phase), having approx storage capacity of 80 litre and nominal cooling capacity of 40 Litres per hour complete including incoming water connection, waste water outlet pipe, inlet water connection with PVC connection pipe 15/20 mm dia, electrical connections PCC platform 1:2:4 type B-1 of suitable size , complete all as specified and as directed by Engineer-in-Charge. Make: VOLTAS/ BLUESTAR/ SHRIRAM/ USHA/ SIDHWAL

GI sheet metal box flush mounted18 gauge thickness and size 4 inch x 4 inch, suitable for mounting piano switch/ sockets complete with 3 mm thick PVC laminated sheet incl making good the disturbed surface, complete all as specified and as directed by Engineer-in-Charge.

Supply, installation, testing and commissioning of Water Softening Plant of capacity 1500 LPH , complete all as specified and as directed by Engineer-in-Charge as per the following scope, including foundations : ONE - WATER SOFTENING PLANT comprising : TWO – Water feed pump with outlet valve & piping. ONE – Softener pressure vessel with inlet and outlet connections, resin charging and withdrawal connections and supports, a vessel painted internally and externally, internal painting with anti-corrosive paint. ONE - Brine tank of H.D.P.E constructions to store and measure salt for regeneration of the softener complete with brine platform, brine well and brine valve. ONE - Manually operated multiport valve for normal operation and regeneration. ONE - hydraulically operated brine ejector. Make: ION EXCHANGE, OPTIMUS, DELTA

Supply, installation, testing and commissioning of Water Softening Plant of capacity 1000 LPH ,complete all as specified and as directed by Engineer-in-Chargeas per the following scope, including foundations : ONE - WATER SOFTENING PLANT comprising : TWO – Water feed pump with outlet valve & piping. ONE – Softener pressure vessel with inlet and outlet connections, resin charging and withdrawal connections and supports, a vessel painted internally and externally, internal painting with anti-corrosive paint. ONE - Brine tank of H.D.P.E constructions to store and measure salt for regeneration of the softener complete with brine platform, brine well and brine valve. ONE - Manually operated multiport valve for normal operation and regeneration. ONE - hydraulically operated brine ejector. Make: ION EXCHANGE, OPTIMUS, DELTA

Distribution box sheet metal enclosure suitable for incoming MCCB and outgoing MCBs factory made double door, VTPN 415 volts 4 ways with 200 Amp rated bus bar with IP43 protection in and including MCCB FP 100 Amp ,415 volts, 25 KA-01 No and MCB SP, 6 to 32 Amps, ,240 Volts ,10 KA 'C' curve type -12 Nos to be housed in DBs of Proper and suitable size cable lugs ,complete all as specified and as directed by Engineer-in- Charge.

LT under ground electric power cable crossed linked polyethylene ( XLPE) insulated, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of size 35 sqmm cross sectional area, 3.5 core ,laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc. with and including MS Clamps, nuts , bolts, washers including jointing and testing , complete all as specified and directed by Engineer-in- Charge. Note: Excavation, earth work, sand cushioning, protection bricks/ tiles/ block and pipe shall be measured and paid separately under appropriate items.

Sand cushioning to under ground cable with clean dry river sand in layer of sand 8cm thick before laying of cable and 15 cm after laying of cable, complete all as specified and directed by Engineer-in-Charge. Note- For payment purpose punned thickness of 18 cm shall be measured against spread thickness of 23 cm as mentioned in para 19.75 of SSR Part-I.

Protection of cable with one layer of bricks laid flat butting to each other in such a way that the length of the bricks is at right angle to the central axis of the cable using old size sub-class ‘B’ bricks, complete all as specified and as directed by Engineer-in-Charge.

Steel water tubing, 50 mm bore light grade ISI marked galvanized with all fittings laid in trenches / road crossing/ fixed to pole /walls/path/drain /floor etc,compllete all as specified and as directed by Engineer-in-Charge.

Anil Kumar Gupta (BID ID -3345894)

M/S MATLOOB AHMED (BID ID -3354143)