PERIODICAL SERVICES AND REPAIR/ MAINT OF PATH HARDSTANDING SEWAGE LINE AND CERTAIN B/R WORKS AT WATER SUPPLY INSTALLATION IN THE AREA OF AGE E/M EXT(WS) UNDER GE E/M LUCKNOW

Amount

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 exceeding 1 Sq. m but not exceeding 2 Sq. m each, from chowkhat, complete all as specified and 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.

Plain, solid, straight chowkats and frames in 2nd class Hard wood wrought framed, rebated on the solid, rounded or chamfered put together with glue pinned joints ,complete all as specified and directed by Engineer-in- Charge.

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.

Plain cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate for fixing of hold fast and making good ,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 on Page 160 of SSR Pt-II ,complete all as specified and directed by the Engineer in Charge.

Factory made solid PVC moulded door shutter 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick moulded PVC sheet on the front face & 2mm plain colour PVC sheet on back face, with wood free EPS, supplying and fixing in frame at site as per specification and drawings shown in section 8 of SSR part -II ,complete all as specified and directed by Engineer-in- Charge.

30 mm thick (Batten thickness) 2nd class hardwood Glazed,skeleton shutters, open rebated and prepared to receive wire cloth, glass 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 cut and mitred beads for securing glass, wire cloth etc., sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24 (b), complete all as specified and directed by the Engineer in Charge.

Factory made 35 mm thick (Batten thickness) 2nd class hard wood plain, framed, paneled shutters( two number No of panels) with panels of timber flat on both sides (feather edges) with lock rail and panel of 9 mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces and size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated, 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 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.

Extruded aluminium alloy handles of size 150 mm, fabricated type anodized ,complete all as specified and directed by Engineer-in- Charge.

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

Aluminum anodizes barrel tower bolts of extuded section and fixed of 150 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge

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

Preparation of new wooden surfaces of any description, exceeding 10 cm width or girth of any description and applying two coats of synthetic enamel paint over one coat of pink primer , complete all as specified and directed by Engineer-in-charge.

2nd class hardwood Beads, straight (any size) for glazed or gauzed joinery, renewed, including mitres etc., and removing old beads to Store ,complete all as specified and directed by Engineer-in- Charge.

Aluminium alloy wire cloth, 0.45 mm nominal dia of wire and averaging width of aperture 1.40mm and fixed with aluminium wire staples ,complete all as specified and directed by Engineer-in- Charge.

Aluminium alloy wire cloth, 0.45 mm nominal dia of wire and averaging width of aperture 1.40mm and fixed with aluminium wire staples 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.

Plain cement concrete (1:2:4), type B-2, using 40 mm graded mechanically crushed stone aggregates 75mm thick as in sub base/paving ,foundations, filling and mass concrete, 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, 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 0.16 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 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 and 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.

Water proofing treatment on roof surfaces in the following manner:- (a) Demolition of existing roof treatment of any type and any thickness (b)15 mm thick plaster (1:4) in cement sand mortar using in and including integral water proofing compound 2 % 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) 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) 230X115X40 mm thick machine pressed brick tiles with minimum thickness of joint (n.exc.) & are throughly filled with water proof polymer based joint mortar over 20 mm thick CM 1:3, complete all as specified and directed by Engineer-in- Charge.

Brickwork with sub class ‘B’ (old size) bricks, straight or curved on plan exceeding 6.0 m mean radius built in cement sand mortar 1:6 in and including demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc ,complete all as specified and as directed by Engineer -in-Charge

Brickwork with sub class ‘B’ (old size) bricks, straight or curved to any radius in half brick thick wall built in cement mortar 1:4 including demolition of brick work or stone / boulder masonry built in cement mortar or cement lime mortar including all quions, arches, pillars etc but excluding ashlar facings, dressed stone work and pre cast concrete articles complete all as specified and directed.

Rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement using in and including integral water proofing compound 2 % by weight of cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 10mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 5mm thick on ceiling in cement mortar 1:3 finished fair and even without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement using in and including integral water proofing compound 2 % by weight of cement .in and 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.

Rendering 10mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement in and 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.

Rendering 10mm thick on ceiling in cement mortar 1:3 finished fair and even without using extra cement 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.

Prepartion of newly plastered or unplastered surfaces of ceiling and applying three coat of white wash ,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered surfaces and applying two coats of oil bound disemper over one coat of oil base primer on walls surface over and including a thin layer of 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 with two coats of cement base paint over a coat of cement paint primer (before application of cement base paint) ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubeing, 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 15mm 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.

Vitreous china squatting pan Orissa pattern size 580x440mm white with integral foot rest, with front or back inlet with integral foot rests including connections to trap, and to flushing pipe, antisyphonage pipe, etc (excluding flushing cistern and flush pipe) including Cast Iron 'P' or 'S' trap of 100mm size fixed in PCC 1:2:4 type B-2 and necessary lime concrete, fixed as in repairs, including making good the surface to match with existing floor finish ,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 fixed in repair , complete all as specified and directed by the 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 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, 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 in and including dismantling PVC water tanks exc 501 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.

Brass valves, high pressure, with polythene float and fly nut ,20mm dia , screwed for iron pipes or brass ferrule and fixed as repair in PVC OHT tanks ,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 as in repair,complete all as specified and directed by 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 , 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) as in flooring 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.

60mm thick PCC intelocking tiles (rubber laminated finish) of size and shape as approved, laid dry over and including sand not less than 40 mm thick, interstices filled in floors/pathway including demolition of stone slab and tiles of any description or thick ness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.

60mm thick PCC intelocking tiles of size and shape as approved, laid dry over and including on sand not less than 40 mm thick, interstices filled in floors/pathway including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.

Chequered cement concrete coloured tiles 20 cmx20cmx20 mm thick with coloured cement and no pigment , set, jointed and pointed in neat cement slurry over and including 20mm thick screed bed in CM 1:4 as in floors including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar ,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 flat surface, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 6 to 8 mm dia and over, 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 0.90 mm dia. or higher , complete all as specified and directed by the Engineer in Charge.

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.

Reinforced Cement concrete type A1nominal mix using 20mm 1:1.5:3 graded stone aggregate as in cover slabs supported on wall beam and column in for Manhole/Septic tank/Soak well , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying of cables, pipes etc. and getting out including trimming the sides and forming bottom surfaces foundation, manholes etc to required levels in soft/loose soil , 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.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, 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 (salt glazed, stoneware , AC or reinforced concrete drain pipe, jointed in cement mortar and taking out of trenches, if required c, complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the 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.

Salt- glazed stoneware drain pipe grade ‘A’ 200 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 (1:2:4) 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.

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 as directed by Engineer-in- Charge.

Preparation of old decorated plastered or unplastered surfaces of ceiling 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 as directed by Engineer-in- Charge.

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 as directed by 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 as directed by Engineer-in- Charge.

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

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

Complete removal of existing treatment including prepartion of unplastered old surfaced and applying with two coats of cement base paint white or tinted over a coat of primer on wall sufaces including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.

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.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, applying one coats of Apex ( Asian Paint) / Weather coat (Berger) ,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.

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.

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.

Dismantling of asbestos cement (corrugated, semicorrugated etc) sheets including ridges in roof covering , complete all as specified and directed by Engineer-in-Charge.

Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering in ridges made to any shape or semi circular cladding to wall, fixed with self tapping screws , complete all as specified and directed by Engineer-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 , complete all as specified and directed by Engineer-in-Charge.

Dismantling/pulling out of old damaged RCC pre-cast fencing post/struts of any section embedded in concrete foundation including making required size pit either by excavation/excavation of new pits to change the alignment if required/trimming of sides of under size pit or by returning filling in and ramming broken rubble mixed with earth around in layers not exc 25 cm each & watering an over size pit and removing surplus soil to a distance not exc 50 metre and making good disturbed ground surfaces , complete all as specified and directed by Engineer-in-Charge. (For fixing new posts). Note :- Retrieved earth & broken rubble shall be reused in returning and filling.

Excavation in post holes (or similar holes) each not exc. 0.5 Cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25 cm, watering and removing surplus spoil to a distance not exc. 50 m and making good surface in soft / loose soil , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:3:6), type C-1, using 20 mm graded mechanically crushed stone aggregates as in foundations of post, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.

Mild Steel angle iron for post and flat iron, or other steel section or core for wooden hand-rail straight portion drilled including embedded in concrete and screwing etc., posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for scuring wire mesh etc). including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-290 Gde E-165,complete all as specified and directed by Engineer-in-Charge. Note:- Earth work and concrete shall be measured and paid for separately under respective item of this schedule.

Mild steel bolt factory made with hexagonal or square heads at one end and screw the other to be fitted with washer etc and one hexagonal or square length of bolt of 5 cm long end dia of neck 5 to 10 mm bolts with nuts and washers , complete all as specified and directed by Engineer-in-Charge.

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

Supply only chain link MS galvanised fencing of size 100x100mm, 3mm dia as directed.

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 4mm dia plain mild steel wire, galvanised class 3 , in fencing including straining and fixing to steel posts and/or to straining bolts as directed. (each line of wire to be measured)

Preparation of old painted steel surfaces of any description, not otherwise described over 10 cm width or girth & applying one coat of synthetic enamel paint (of approved shade) over a coat of red oxide zinc chrome primer, complete all as specified and directed by Engineer-in-Charge.

Factory made flush shutters 30 mm thick, ISI marked, solid core construction, with block board core and plywood face panels, commercial type on both faces, complete all as specified and directed by Engineer-in- Charge.

Factory made flush shutters (For Cup Board) 19-20 mm thick, ISI marked, solid core construction, with block board core and plywood face panels, commercial type on both faces including Lipping on edges , complete all as specified and directed by Engineer-in- Charge.

Conltineous (Piano) hinges mild steel brigth finish or eletro galvanished, width of flap when open 30mm , 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.

Temporarily blocking of inlet of septic tanks/manhole with suitable wooden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes. complete and cleaning the septic tank/manholes with water by mechanically/manually including taking out the blocking arrangements of inlet and making the system functional , complete all as specified and directed by Engineer-in- Charge. (NOTE: Depth of manhole/SOAK WELL/SEPTIC TANK exc 0.5 to 1.5M from below GL)

Temporarily blocking of inlet of septic tanks/manhole with suitable wooden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes. complete and cleaning the septic tank/manholes with water by mechanically/manually including taking out the blocking arrangements of inlet and making the system functional , complete all as specified and directed by Engineer-in- Charge. (NOTE: Depth of manhole/SOAK WELL/SEPTIC TANK exc 1.50M to 4.50M from below GL)

Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mannually/mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional all as specified and directed for 150 mm bore size of pipe lines , complete all as specified and directed by Engineer-in- Charge.

Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mannually/mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional all as specified and directed for 200 mm bore size of pipe lines , complete all as specified and directed by Engineer-in- Charge.

M/s J C Oberoi

M/S AMARJIT SINGH

Ram Bilas Yadav

m/s pal associates

Ajanta Associates