REPAIR/MAINTENANCE OF CERTAIN B/R WORKS AT AC PLANT BLDG AND CONNECTED WORKS FOR WATER SUPPLY UNDER GE E/M LUCKNOW

Amount

Brickwork with Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757), straight or curved on plan exceeding 6.0 m mean radius built in cement sand mortar 1:6 including demolition of brickwork or stone boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and as directed by Engineer -in-Charge.

Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757) straight or curved to any radius in half brick thick wall built in cement mortar 1:4, including demolition of brickwork or stone boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and as directed by Engineer -in-Charge

Rendering 10mm thick on fair faces of brick wall or concrete surface in cement mortar 1:6 finished even and fair without using extra cement, including taking down old cement plaster on brick wall, racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

Rendering 10mm thick on fair faces of brick wall or concrete surface in cement mortar 1:6 finished 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 even and fair with and including WPC (2% of cement weight) as per manufacturer's instructions , including taking down old cement plaster on brick wall, racking out joints, hacking for key, scrubbing down with water etc 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 even and fair with and including WPC (2% of cement weight) as per manufacturer's instructions , complete all as specified and directed by Engineer-in-Charge.

Rendering 5mm thick on concrete surfaces in ceiling in cement mortar 1:3 finished even and fair without using extra cement using including taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc. ,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered or unplastered surfaces of ceiling by brooming down and priming plastered and other surfaces with and applying three coats of white wash,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered surfaces and applying two coat of oil bound disemper over one coat of oil base primer all as specified on walls surface.Incl a coat of 3mm wall care putty complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered or unplastered surfaces of walls by brooming down and priming plastered and other surfaces with cement paint primer ( before application of cement base paint) including two coats of cement base paint complete all as specified and directed by Engineer-in- Charge.

Complete removal existing treatment and distempering old walls with two coats of cement base paint white or tinted over a coat primer on wall sufaces.Incl a coat of 2mm thick wall care putty complete all as specified and directed by Engineer-in- Charge.

Complete removal existing treatment incl preparing unplastered old surfaced and distempering walls with two coats of oil bound distemper white or tinted over a coat primer on wall sufaces over a thin layer of 2mm thick wall care putty complete all as specified and as directed by Engineer-in- Charge.

Preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts, trading oil and greasy spots and applying one coat of white wash complete all as specified and directed by the Engineer in Charge.

All as per item No. 13 above but on ceiling.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of cement base paint of any tint/shade complete all as specified and directed by the Engineer in Charge.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of distemper oil emulsion of any tint/shade complete all as specified and directed by the Engineer in Charge.

All as per item No 16 above but on ceiling.

Preparation of old brick, stone, concrete, AC or decorated plastered surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint ,complete all as specified and as directed by Engineer-in- Charge.

Applying one coat of Apex ( Asian Paint) / Weather coat (Berger) over old painted surface including preparation of wall surface , complete all as specified and directed by the Engineer in Charge.

Preparation of old painted wood and wood based surfaces of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint , complete all as specified and directed by the Engineer in Charge.

Preparation of old painted surfaces of steel of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint , complete all as specified and directed by the Engineer in Charge.

Providing and fixing of E-board 'Everest' make 600x600x4mm thick white prelaminated seif embosed reinforced designer ceiling board tiles of approved texture at all height laid on Hot dipped Galvanised iron imposed grid with 24 mm wide T-section/Angle section in and including of dismantling of wall and ceiling boards (fiber, pulp, insulation, etc) or insulation boards/slabs/blankets, any thickness, including cover fillets , complete all as specified and directed by Engineer-in-Charge.

6 mm thick Asbestos Cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with J or L hook including dismantling of existing roofing complete all as specified and directed by Engineer-in-Charge.

6 mm thick Asbestos Cement two piece serrated ridge 6 mm thick for corrugated, or semi corrugated sheets and fixed with L or J hook or cranked jook bolts complete all as specified and directed by Engg-in-Charge..

Pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws, including taking down old asbestos cement(corrugated, semi corrugated etc) sheet in roof covering etc complete all as specified and directed by Engineer-in-Charge.

2mm thick fibre glass reinforced transclucent corrugated sheeting with two corrugations side lap fixed with L type or J- type or cranked hook bolts and washers in roof, wall etc including taking down old asbestos cement(corrugated, semi corrugated etc) sheet in roof covering etc complete all as specified and directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for ,complete all as specified and directed by Engineer-in- Charge.

Steel work in tubular trusses including special shape washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.240 ,with one shop coat of zink chromote primer paint, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:5:10), type D-2, using 40 mm graded mechanically crushed stone aggregates 100mm thick as in sub base/paving ,foundations, filling and mass concrete, including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) , complete all as specified and directed by the Engineer in Charge.

Plain Cement Concrete 1:2:4 ,type B1 using 20 mm graded stone aggregate 75 mm thick as in sub base of flooring/ hard standing finishing the surface 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) , complete all as specified and directed by the Engineer in Charge.

Plain cement concrete type C1 (1:3:6), using 20 mm graded crushed stone aggregate,75 mm thick , as in path / plinth protection/paving laid in slope in 1:30 in panels n exc 2m long concrete surfaces finished even and smooth without using extra cement including making joints between panel to panel and filling the same with bitumen mastic bitumen & sand mixture in a ratio 1:3 in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) , complete all as specified and directed by the Engineer in Charge.

Factory made Machine pressed PCC intelocking tiles 60mm thick M-35 Grade (rubber laminated finish) of shape and size confirming to IS 15658-2006 as approved, laid dry over and including sand not less than 40 mm thick, interstices filled in floors/pathway , laid bedded and pointed in cement mortar in and including demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar ,complete all as specified and directed by the Engineer in Charge.

Factory made Machine pressed PCC intelocking tiles 60mm thick M-35 Grade of shape and size confirming to IS 15658-2006 as approved, laid dry over and including sand not less than 40 mm thick, interstices filled in floors/pathway , laid bedded and pointed in cement mortar in and including demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar ,complete all as specified and directed by the Engineer in Charge.

Chequered cement concrete coloured tiles 20 cm x 20cm x 20 mm thick with coloured cement and no pigment , set, jointed and pointed in neat cement slurry over 20mm thick screed bed in CM 1:4 as in floors complete all as specified.( (Note : Screed bed will not be measured and paid separately)

Plain Cement Concrete 1:2:4 ,type B1 using 20 mm graded stone aggregate as in coping,padding and bed block,wall through and like including weathering, slightly rounded or chamfered angles and throating including necessary form work in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) , complete all as specified and directed by the Engineer in Charge.

Machine cut Kota stone slab 18 -20 mm thick (of size not less than 55 cm x 55 cm) laid as in flooring in designer pattern with marble stone with neat cement slurry @ 3.00 kg/Square metre over and including 20 mm thick (average thickness) cement screed (1:4) base, laid and jointed with grey cement slurry mixed with pigment to match shade of the slab including cutting, waste, rubbing and polishing (Granite finish) in and including demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar ,complete all as specified and directed by the Engineer in Charge.

Machine cut Kota stone slab 18-20 mm thick as in skirting, over and including 10 mm thick rendering of cement mortar (1:4), laid and jointed with grey cement slurry mixed with pigment to match shade of the slab including cutting, waste, rubbing and polishing (Granite finish) in and including demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar ,complete all as specified and directed by the Engineer in Charge.

Taking down Chowkhats with shutters without taking of shutter from the frame of any description not exceeding 1.50 Sq. m each, and making good the disturbed Surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the 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 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.

Taking down shutters of any description not exceeding 1 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge.

Taking down shutters of any description exceeding 1 Sq. m but not exceeding 2 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge.

Plain, solid, straight chowkhats & frames of 2nd class HW wrought, framed rebated on the solid, rounded or chamfered, put together with glue & pinned at joints including preparation of back of chowkhat & treated with coal tar ,complete all as specified and directed by Engineer-in- Charge.

Hold fast, band straps, supports ,Wind ties for stay securing bolts, posts & struts in fencing including cutting cutting tops to shape as directed, drilling holes, notching for wire, etc and similar work conforming to Fe-290 Gde E-165 , complete all as specified and directed by Engineer-in-Charge.

Preparing surfaces of wood and wood based materials, steel and iron work new or old, of any description and girth not otherwise described, and treated with tar or coal tar treating ends of posts, backs of chowkats etc., area tarred exc 0.1 sqm but n exc 0.50 sqm eacgh, complete all as specified and directed by Engineer-in-Charge.

Preparing surfaces of wood and wood based materials, steel and iron work new or old, of any description and girth not otherwise described, and treated with tar or coal tar black paint treating small articles such as holdfasts, ends of posts, backs of chowkats etc., area not exceeding 0.1 Square Metre each , complete all as specified and directed by Engineer-in-Charge.

35 mm thick Second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., divided into squares with plain, chamfered or rounded mitred and rebated sash bars any numbers, edges of framing plain, chamfered or rounded, fitted with out mitred beads for securing glass etc size of members of door shutters as specified in SSR Part I, Section 8, clause 8.24 (a) fitted to chowkhats , complete all as specified and directed by Engineer-in-Charge.

30 mm thick factory made Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides including teakwood lipping 6mm thick fixed with nails , complete all as specified and directed by Engineer-in-Charge.

19-25 mm thick factory made flush shutter (for cup board) solid core construction with block board case & plywood face panels with commercial face on both sides including lipping on edge complete all as specified and as directed by the Engineer-in-Charge

Continuous (Piano) hinges, width of flaps (when open ) 30mm, mild steel bright finish or electro galvanised, ISI Marked complete all as specified and directed by Engineer-in-Charge.

Hasp & staple of 125mm size , mild steel, safety type stove enameled black incl bolt to hinge plate , complete all as specified and directed by Engineer-in- Charge.

Magnetic catches with 8mm dia steel ball and brass body and striking plate including letting in , complete all as specified and directed by Engineer-in- Charge.

30 mm thick Second class hard wood Glazed and skeleton shutters for window/ ventilators, open rebated and prepared to receive glass, gauze, etc., divided into squares with plain, chamfered or rounded mitred and rebated sash bars any numbers, edges of framing plain, chamfered or rounded, fitted with out mitred beads for securing glass etc size of members of window / ventilator as specified in SSR Part I, Section 8, clause 8.24 (b) fitted to chowkhats , complete all as specified and directed by Engineer-in-Charge.

Butt hinges medium weight (ISI Marked) cold rolled mild steel and fixed of size of hinges100 mm ,complete all as specified and directed by the Engineer in Charge.

Butt hinges medium weight (ISI Marked) cold rolled mild steel and fixed of size of hinges 75 mm ,complete all as specified and directed by the Engineer in Charge.

Aluminum anodizes barrel tower bolts of extruded section and fixed of 200 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge

Extruded aluminium alloy handles of size 125 mm, fabricated type anodized ,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 250mm, 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.

Aluminium alloy handles of size 100 mm, cast type anodized ,complete all as specified and directed by Engineer-in- Charge.

Aluminum anodizes barrel tower bolts of extruded section and fixed of 100 mm long size (length of bolt), 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.

Preparation of new wood based surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint (Ordinary tint) over a coat of pink primer , 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 fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

Floor door stopper 150 mm of aluminium alloy body and tonge,anodised with hard drawn steel spring fixed as in repair , complete all as specified and directed by Engineer -in-charge.

Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.

Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, omplete all as specified and directed by Engineer-in- Charge.

Figured glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.

Figured glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, complete all as specified and directed by Engineer-in- Charge.

Expanded metal, cut to length , bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia.or fixing with galvanised steel staples supplied and fixed complete to wood or steel members(not exc 4 Kg/sqm) ,complete all as specified and directed by Engineer-in- Charge.

M S work as in Hand rails, half round or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters, nosing to steps including embeding in concrete and securing bolts for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc fillets including all necessary drilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.

M S work as Framed works 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 railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc ,cdrilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.

Granite stone slab ( of any type) 18-20 mm thick, work (table rubbed and polished and grinding) as in flooring including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed of 15 mm thick in CM 1:6, including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

20mm thick Granite(of any type) tiles machine cut in skirt-ing/dado laid over cement screed and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing of type, including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

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 coloured cement to match the shade of tiles including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

Vitrified ceramic tiles 10mm thick (square/ractangular) Coloured ( Dark Shade ) polished tiles, area of each tile not exceeding 0.38 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 coloured cement to match the shade of tiles, including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

First quality glazed ceramic coloured tiles of 350x250x7/450x350x7 mm thick, 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 including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

First quality glazed ceramic coloured tiles of 300x200x7 mm thick, 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 including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubing, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and including taking up or down steel water tubing and connections 15mm bore ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubing, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and including taking up or down steel water tubing and connections 20mm bore ,complete all as specified and directed by Engineer-in- Charge.

Re-fixing steel water tubing of 15 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge.

Re-fixing steel water tubing of 20 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge.

Rotational moulded PVC, double 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. but excluding ball valve, including dismantling old tank complete all as specified and directed by Engineer-in- Charge.

Rotational moulded PVC, double 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. but excluding ball valve, including dismantling old tank complete all as specified and directed by Engineer-in- Charge.

Ball valves 20mm dia high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 20 mm - 210 gms ) fixed as in repair, complete all as specified and directed by Engineer-in-Charge.

Gun-metal, globe or gate valves 20mm dia , with iron wheel head, screwed both ends for iron pipe and fixed to 20mm dia GI tube fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

Gun-metal, globe or gate valves 15mm dia , with iron wheel head, screwed both ends for iron pipe and fixed to 15mm dia GI tube fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets in and ncluding taking down old pipe including fittings ,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 fixed to walls with necessary brackets in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 110mm bore junction single, (single Tee) equal or unequal with access door fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 75mm bore junction single, (single Tee) equal or unequal with access door fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) Vent cowl 110mm bore fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) bends any radius 110mm bore fixed as in repair complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) bends any radius 75mm bore fixed as in repair complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints laid in trenches or in floors in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.

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

PVC (SWR) pipes 150mm bore single socketed in any length with ruber rings joints laid in trenches or in floors in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Soft/ Loose soil for foundation, trench of cables, pipes etc or for shaft, wells, manholes n exc 10 Square Metre on plan and getting out including trimming the sides and forming bottom surfaces to required levels, complete all as specified and directed by Engineer-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 meter 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.

Cutting into walls of existing manholes for connecting new drain pipe 150 mm dia bore, 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 removal of rubbish outside MoD land, complete all as specified and directed by the Engineer-in-Charge.

Demoiltion and breaking up any dia drain pipes 150mm (salt glazed, stoneware , AC or reinforced concrete drain pipe, jointed in cement mortar and taking out of trenches, if required , complete all as specified and directed by the Engineer-in-Charge.

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

Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in foundations filling and mass concrete or in sub base to flooring or foundation bed of man hole etc , complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in channels benching of manholes, laid to shape & slope, surfaces finished even and smooth using extra cement including necessary form work etc , complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete type C1 ( 1:3:6) using 20 mm graded stone aggregate as in coping of manholes and similar work , complete all as specified and directed by the Engineer-in-Charge.

Pumping out of water / liquid / sludge or any other waste/materials stagnated in septic tank / soak wells and discharge the same to nallah / drains through hose pipe or by other means upto distance of 250 mtr. , complete all as specified and directed by Engineer-in-Charge.

Cleaning of sewage line any dia including affected manholes and disposal of waste materials / spoils upto a distance of 50 mtrs by any means (mechanical / manual) including washing out manhole and sewage line and disposal of waste / sludge in pits , complete all as specified and directed by Engineer-in-Charge.

M & L for water proofing treatment on roof surfaces in the following manner:- (a) Demolition of existing roof treatment of any type complete all as specified and directed by the Engineer in Charge. (b) 15mm thick screed plaster on RCC slab CM 1:4 with and including using water proofing compound @ 3% by weight of cement. (c) The surfaces shall be painted with hot bitumen grade 30/40 confirming to IS-73 @ 1.20 kg/sqm over a coat of bituminous primer conforming to IS-3384 @ 0.30 ltr/sqm. (d) supply & lay 3 mm thick APP water proofing membrane reinforced with non woven polyster matt laid using butane torch by torch on application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3.5 kg/sqm. (e) Providing 230X115X40 mm thick machine pressed brick tiles with minimum thickness of joint (n.exc.) & are throughly filled with water proof polymer based joint mortar complete all as specified and directed by the Engineer in Charge.

Dismantling fencing wire mesh any type , complete all as specified and directed by Engineer-in-Charge.

Galvanized 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75mm spacings, and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire staples, or steel pins etc complete all as specified (each line of wire to be measured), complete all as specified and directed by Engineer-in-Charge.

Preparing new steel surface of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer , complete all as specified and directed by Engineer-in-Charge.

Fixing only chain link galvanised wire fencing mesh size or with 4 mm nominal dia and both ends without knuckling/ twisting, fixed to flat iron rails with RCC/Angle iron post , complete all as specified and directed by Engineer-in-Charge. Note:- Supply of chain link and mild steel galvanised line wire shall be measured and paid separately under respective item of this schedule .

Supply only chain link MS galvanised fencing of size 100x100mm, 3mm dia complete all as specified and directed by Engineer-in-Charge.

M/s JP Constructions

GIAN ENGINEERS

M/s Vimal Traders

m/s raghubar dayal

PUMA POWER

Ram Bilas Yadav