CERTAIN REPAIR, REPLACMENT OF SANITARY ANCILLARIES OF OTM ACCN AND CERTAIN REPAIR TO PMS-I, PMS-II, ARMOURY AND OTHER ACCN AT AF STN CHANDIGARH UNDER GE (AF) CHNADIGARH.

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.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep as in soft/ loose soil and getting out, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc. not exceeding 10sqm on plan complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and exc. 1.5m but n. exc. 3.00m depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, sewage lines etc, as in soft/ loose soil and getting out, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and exc. 3.0m but n. exc. 4.50m depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, sewage lines etc, as in soft/ loose soil and getting out, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc. complete all as specified and directed.

Excavating over areas n. exc. 1.5m deep and getting out in soft/ loose soil, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc. complete all as specified and directed.

Excavating over areas exc. 1.5m but n. exc. 3.0m deep and getting out in soft/ loose soil, trimming sides and bottom to required level/ slope, watering and well ramming for foundation etc complete all as specified and directed.

Returning filling soft/ loose soil in trenches including spreading, leveling in layers not exceeding 25cm thick, watering and well ramming, complete all as specified and directed.

Removing excavated materials to a distance exc. 1.50 km but n. exc. 5 km and depositing where directed at a level n. exc. 1.5 metre above the starting point in soils and removal of excavateded spoils to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:4 complete in and including demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc for the area where unservicable bricks retrived and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrived from demolition of this item shall be used after proper cleaning and washing of old bricks under item No.09.00 below.

Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius (except bricks) built in cement sand mortar 1:4 complete in and including demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc for area where servicable bricks retrived and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrived from demolition of item No.08 and this item shall be used under this item after proper cleaning and washing of old bricks.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates 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 to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

Plain Cement concrete75 mm thick type C-2, 1:3:6 by using 40mm graded mechanically crushed stone aggregate as in floor/hardstanding/Plinth protection etc ,laid in panels of approved size and finishing the surfaces of concrete topping even and smooth (without using extra cement) 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 to a place as earmarked by civic body for this purpose outside of MoD land , 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-0 by using 12.5 mm graded mechanically crushed stone aggregate as in benching, coping in manhole including forming channels, finishing even & smooth (using extra cement) 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 to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note: Quoted rates are inclusive of use and waste of formwork .

Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar (1:1) , laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade in and inclding demolition and breaking up PCC and breaking up of existing drain pipes, (salt glazed stoneware/ AC/ reinforced concrete) set in cement mortar including bedding and haunching concrete and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

Salt- glazed stoneware drain pipe grade ‘A’ 200 mm bore, ISI marked jointed with cement mortar (1:1), laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade in and inclding demolition and breaking up of existing drain pipes, (salt glazed stoneware/ AC/ reinforced concrete) set in cement mortar including bedding and haunching concrete and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

Reinforced concrete pipes class NP-2 ,300mm Internal diameter of pipe conforming to IS laid in trenches and jointed in cement mortar 1:3 complete with collar in and inclding demolition and breaking up of existing drain pipes, (salt glazed stoneware/ AC/ reinforced concrete) set in cement mortar including bedding and haunching concrete and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , 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 as in bed to 150mm dia SGSW /RCC pipes including packing under and haunching against the sides of after they are laid and tested in trenches, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:4:8) type D-2using 40 mm graded mechanically crushed stone aggregates as in bed to 200mm dia SGSW/RCC pipes including packing under and haunching against the sides of after they are laid and tested in trenches, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:4:8) type D-2using 40 mm graded mechanically crushed stone aggregates as in bed to 300mm dia RCC pipes including packing under and haunching against the sides of after they are laid and tested in trenches, complete all as specified and directed by Engineer-in-Charge.

Cutting into walls of existing manholes for connecting new drain pipe 150/200 mm internal dia pipe, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

Providing pre-cast reinforced cement concrete 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:4 as in manhole covers including necessary forms/moulds in and including demolition of reinforced cement concrete of any description & in any position and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely. Notes: (i) Steel reinforcement shall be measured and paid for separetely. (ii) The quoted rates shall deemed to include for providing two handles of MS round bars 12mm dia and 75mmx5mm flat iron framework alround the RCC cover made to shape as specified in each cover complete .

Mild steel TMT bars 10 mm 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 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and fair without using extra cement , complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and fair without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and smooth without using extra cement , complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

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.

First quality glazed designer pattern ceramic coloured tiles of size 450x350x7mm or 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 to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.

Mild steel plates/ Flats Fe-290 grade E-165 quality as in frames to edges for strenghting of manhole covers, cut or notched forming holes(ordinary or countersunk) as in hold fasts in and including dismantling of structural steel work including doors, gates but excluding mild steel etc., complete all as specified and directed by the Engineer-in-Charge.

Wash basins ,vitreous china, white, flat back 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 over and including new brackets fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

Vitreous China squating pan, 'Orissa' pattern, size 580x440mm white, with integral foot rests, including 100mm cast iron 'P' or 'S' trap and 100mm cast iron sanitary connection socket to fit WC outlet including connection to trap, to flushing pipe, anti-syphonage pipe etc. complete including making good to floor fixed as in repair , complete all as specified and directed by the Engineer in -Charge. Notes :- (i) Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground. (ii) The rate quoted by the contractor is included for change of provision ie from IWC to EWC or vise versa.

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 fixed as in repair , complete all as specified and directed by the Engineer in -Charge. Notes :- (i) Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground. (ii) The rate quoted by the contractor is included for change of provision ie from IWC to EWC or vise versa.

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 fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

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

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

PVC waste pipe flexible for Sink/ WHB of 32mm size fixed as in repair , complete all as specified and directed by the 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 including taking down old pipes (any size or pattern) ,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 including taking down old pipes (any size or pattern) ,complete all as specified and directed by Engineer-in- Charge. Note for item No. 37.00 to 38.00: Excavation work shall be measured and paid separately.

PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe including taking down old pipes (any size or pattern) ,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 fixed to walls with necessary brackets and making good the mouth of rain water pipe including taking down old pipes (any size or pattern) ,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 provided with access door fixed as in repair , 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 fixed as in repair , 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 100mm bore of pipe fixed as in repair , complete all as specified and directed by Engineer-in-Charge.

CP grating dome 100 mm dia/hinged of brass and fixing with cement mortar 1:3 (Minimum weight 25gms) fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

CP grating dome 125 mm dia/hinged of brass and fixing with cement mortar 1:3 with holes (Minimum weight 40gms) fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

Cast iron soil, waste and vent pipe ,100 mm bore of Sand pipes in any length with or without ears, with cement joints, laid in trenches or in floors in and including dismantling of cast iron work of any description,complete all as specified and directed by Engineer-in- Charge. Note: Excavation work shall be measured and paid separately.

Cast iron soil, waste and vent pipe ,100 mm bore of Sand pipes in any length with or without ears, with cement joints fixed to walls in and including dismantling of cast iron work of any description,complete all as specified and directed by Engineer-in- Charge.

Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 75 mm bore fixed as in repairs with cement joints ,complete all as specified and directed by Engineer-in- Charge.

Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 75 mm bore with ovel access door ISI marked fixed as in repairs with cement joints ,complete all as specified and directed by Engineer-in- Charge.

Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 100 mm bore fixed as in repairs with cement joints ,complete all as specified and directed by Engineer-in- Charge.

Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 100 mm bore with ovel access door ISI marked fixed as in repairs with cement joints ,complete all as specified and directed by Engineer-in- Charge.

Bringing approved earth including all cost such as royality if any ,transportation, taxes etc; for filling/forming embankment shall be supplied by contractor from out side MOD land of any lead at his own arraangment , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Earth supplied shall be free from vegetation, pebbles /foreign material as approved by Engineer- in Charge. (ii) Earth brought under this item shall be used for forming embankment under item no.53,54,and 55

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling by mechanical means to achieve 98% maximum dry density and finishing to required size, shape, etc., not exceeding 1.5 m high from base , complete all as specified and directed by Engineer-in-Charge. Note: Earth brought in accordance with serial item no.52 shall be picked up and used in this item for forming embankment

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling by mechanical means to achieve 98% maximum dry density and finishing to required size, shape, etc., exceeding 1.5 m but not exceeding 3.0 m high from base , complete all as specified and directed by Engineer-in-Charge. Note: Earth brought in accordance with serial item no.52 shall be picked up and used in this item for forming embankment

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling by mechanical means to achieve 98% maximum dry density and finishing to required size, shape, etc., exceeding 3.0 m but not exceeding 4.5 m high from base , complete all as specified and directed by Engineer-in-Charge. Note: Earth brought in accordance with serial item no.52 shall be picked up and used in this item for forming embankment

Plain cement concrete ,1:3:6 type C-1, using 20 mm graded mechanically crushed stone aggregates as in copings and the like including weathering, slightly rounded or chamfered angles and throating 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 to a place as earmarked by civic body for this purpose outside of MoD land , 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 and finished the surface rough to provide adequate bond for the 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 to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete, 150 mm thick (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 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 to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete, 100 mm thick (1:2:4), type B-1 using 20 mm graded mechanically crushed stone aggregates and finished the surface rough as in floor of Ramp 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 to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.

First quality glazed ceramic coloured tiles of 450x300x7 mm thick fixed and laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.

Providing and laying 60mm thick factory made machine pressed interlocking paver block of M-35 grade of any shape and size confirming to IS 15658-2006 with grey cement and pigment (In top layer) laid over and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra 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 and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note : Quoted rates are inclusive of fine sand and nothing extra shall be admissible on this account.

Providing and laying 80mm thick factory made machine pressed interlocking paver block of M-40 grade of any shape and size confirming to IS 15658-2006 with grey cement and pigment (In top layer) laid over and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra 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 and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Note : Quoted rates are inclusive of fine sand and nothing extra shall be admissible on this account.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement for building upto 12 metre height in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and nd removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge. Notes : (i).Quoted rate shall be deemed to include for necessary scaffolding for building upto height as mentioned in respective items. (ii) No extra payment made to contractor for work in small patches as required at site/as directed. (iii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor.

Preparation of newly plastered surfaces of wall of any description over 10cm width or grith not otherwise described and applying and applying two coats of fire resistant paint, complete all as specified and directed by Engineer-in-Charge.

Complete removal of existing treatment of old surfaces of any description of wood,steel,iron, concrete ,brick, stone etc: of any description over 10cm width or grith not otherwise described and applying two coats of fire resistant paint, complete all as specified and directed by Engineer-in-Charge.

Taking down Chowkhats with shutters without taking of shutter from the frame of any description exceeding 1.50 Sq. m but not exceeding 4.00 Sq. m each, and making good the disturbed surface in CM 1:4 /tiling work & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge. Note: The quoted rate is inclusive of plastering/tiling work which is required for making good of existing surfaces in similar specification.

Aluminium powder coating (miniumum thickness of powder coating is 50 micron) frame for doors, windows,ventilators with one or more rebates including joining cleat for fixing etc., complete all as specified and as directed by Engineer-in- Charge.

Aluminium powder coating (miniumum thickness of powder coating is 50 micron) work for shutters of doors, windows, ventilators, and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,bottom and sides with equired EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws , complete all as specified and directed by Engineer -in-charge.

Butt hinges 100 mm size , extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-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 200 mm long size (length of bolt) ISI marked, complete all as specified and directed by Engineer-in-Charge

Handles of size 150 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.

Pre-laminated particle board 12mm thick , interior grade, pre-laminated both side with decorative choice laminaton fixed with screws to aluminium/timber frame work, as in doors or partitions in and including dismantling of old board ,complete all as specified and directed by Engineer-in- Charge.

Framed work as in doors/Chowkhats or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete ( Fe-290,Gde-E-165)in and including dismantling of structural steel work including doors, gates but excluding framed truss etc., complete all as specified and directed by the Engineer-in-Charge.

Mild steel, plain, black sheet of 1.25mm thick in hearths in wall cladding,steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required , 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 over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.

Steel water tubing, 15 mm bore medium grade ISI Marked, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors as in concealed or at surface in and including taking up or down existing unservicable tubing and connections, cleaning for re fixing or removal to store, 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 in and including taking up or down existing unservicable tubing and connections, cleaning for re fixing or removal to store, 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. ball valve high pressure of PTMT with epoxy coated aluminium door and high density plastic ball screwed for 15mm dia iron pipe and fixed (minimum wieght 15mm-142 gms in and including dismantling PVC water tanks exc 250 ltr but n. exc 500 ltr capacity by disconnecting existing water connection and removal from site ,complete all as specified and directed by Engineer-in- Charge.

Rotational moulded PVC, tripple layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. 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 in and including dismantling PVC water tanks exc 500 ltr but n. exc 1000 ltr capacity by disconnecting existing water connection and removal from site ,complete all as specified and directed by Engineer-in- Charge.

Ball valve high pressure of PTMT with epoxy coated aluminium door and highdensity plastic ball screwed for 15mm dia iron pipe and fixed (minimum wieght 15mm 142gms) and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.

Ball valve high pressure of PTMT with epoxy coated aluminium door and highdensity plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 20mm 210gms) and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.

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

Stop valve , 15 mm bore fancy type chromium plated with long shank and cup (concealed type) cast copper alloy, screwed down,high pressure,with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed as in repair includingto wall tiles or brick work and making good the disturbed surfaces in cement mortar 1:3 , complete all as specified and directed by Engineer-in-Charge.

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

Bib taps long body ,15 mm bore fancy type cast copper alloy Chromium plated , with capstan heads, screwed down, screwed for iron pipe or for brass ferrule and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.

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

Brass chromium plated shower rose 125mm with shower arm 15mm size, 195mm long with bend of 45 degree with flange including fixing to steel pipe or union fixed as in repair , complete all as specified and directed by the Engineer in -Charge. Note for Srl Item No 84 to 89:-The quoted rates against these items shall deemed to be included for replacement of damaged GI/Kitec fitting such as socket, elbow,nipple and tee of required size ,fitted/connected and making good any leakage. Nothing extra shall be admissible on this account.

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 with bend and pair of mild steel angle iron brackets of suitable size including making necessary connection to water supply pipe line and WC fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

PVC connections 15mm size with PTMT nuts of length 450 mm fixed as in repair , complete all as specified and directed by the 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 fixed as in repair , complete all as specified and directed by the 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 with oval acess door fixed as in repairs,complete all as specified and directed by Engineer-in- Charge.

Cast iron branch pieces 100mm dia bore, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval acess door fixed as in repairs,complete all as specified and directed by Engineer-in- Charge.

Cast iron floor trap, 75mm dia of out let, ISI marked, with Mild Steel grating including jointing with solvent cement in any position and jointing to waste pipe in Plain cement concrete (1:2:4) type B-1 fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

Cast iron floor trap, 100mm dia of out let, ISI marked, with Mild Steel grating including jointing with solvent cement in any position and jointing to waste pipe in Plain cement concrete (1:2:4) type B-1 fixed as in repair,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 using integral water proofing compound @3% by weight of cement as in padding concrete to sunken floor, Coving /gola to junction of the floor and virtical walls including chamfering on edges, necessary form work in and including demolition of (un-reinforced) cement concrete of any description or as roof padding and coveringg concrete in any position not otherwise specifically provided for and remove all the debris out of MoD land , 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.

Lime concrete moratar 1:2 with 40mm graded brick aggregate to floor in and including demolition of lime concrete/lean concrete/brick bats from sunken portion exc. 15cm thickness (above ground level) in and including removing of debris away from site to a designated point fixed by local administration out side of MOD land , complete all as specified and directed by the Engineer in Charge .

Water proofing treatment to sunken portion of WCs, bath room etc. By applying cement slurry mixed with Acrylic based polymer modified cementious composite compound coating of make as approved by GE:- (a) Roughening of surfaces of old concrete floor/slab by wire brushing, sweeping, cleaning and washing down to remove all loose dust etc, and brushing neat cement slurry @ 3.00 kg/Sqm on floor/roof surface (b) 15mm thick screed plaster on RCC slab in cement mortar 1:4 in and including using water proofing compound @ 3% by weight of cement and finishing the surface even and smooth without using extra cement . (c) First layer of slurry of cement @ 0.488Kg/Sq.m. This followed layer will be allowed to air curing for 4 hrs. (d) Second layer of slurry of cement @0.242 Kg/Sq.m mixed with Acrylic based polymer modified cementious composite compound @ 0.126kg/sq.m. this layer will be allowed to air cure for 4 hrs followed with water curing 48 hrs. Note: Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account.

Plain cement concrete (1:2:4) type B-0 using 12.5 mm graded mechanically crushed stone aggregates using integral water proofing compound @3% by weight of cement as in roof kerb, benching, padding and like etc including chamfering on edges, necessary form work in and including demolition of (un-reinforced) cement concrete of any description or as roof padding and covering concrete in any position not other wise specifically provided for and remove all the debris out of MoD land , 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.

Note :Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse.

M AND H BUILD TECH (BID ID -3443882)