PERIODICAL SERVICES OF OHT/UG SUMPS AND SMART PERIODICAL SERVICES FOR PUMP HOUSES ALONGWITH OTHER MISC B/R MISC MAINT WORKS AT EAST OF MG ROAD IN THE AREA OF AGE E/M EXT (WS) UNDER GE E/M LUCKNOW

Amount

Demolition of brick work or stone / boulder masonry built in cement 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 by Engineer-in-Charge

M&L for Brick work with Fly ash brick designation 100 Kg / Sqcm, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, using bricks of size 230 mm x 110 mm x 70 mm confirming to IS 12894, complete all as specified and as directed by Engineer-in-Charge.

M&L for Brick work in half brick thick wall with Fly ash brick designation 100 Kg / Sqcm, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, using bricks of size 230 mm x 110 mm x 70 mm confirming to IS 12894, complete all as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete (un-reinforced) in ground floors and paving n. exc 15 cm thickness (below or above ground level), including removal of debries to a distance exc 1.5 km but n.exc 5 Km complete all as specified and directed by Engineer-in-Charge

M&L for 40 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone agg, as in florring, finished even and smooth without using extra cement all as specified and as directed.

M&L for plain cement concrete 1:2:4, type B-1, using 20 mm graded stone aggregate as in roof kerbs / padding or similar work or mud stops rounded or chamferred on edges.

M&L for plain cement concrete 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, padding and bed block, wall through and the like including weathering slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.

M&L for 75 mm thick plain cement concrete 1:3:6, type C2, using 40 mm graded stone aggregate, as plinth protection / path and the like, finished even and smooth without using extra cement all as specified and as directed.

M&L for filling joints of size 10 mm x 75 mm between two concreat panels with mix of 85 / 25 bitumen and sand in 1:3 complete all as specified and directed by Engineer-in-Charge

Taking down cement plaster on brick wall, racking out joints hacking for key scrubbing down with water, including removal of debries to a distance exc 1.5 km but n.exc 5 Km complete all as specified and directed by Engineer-in-Charge

M&L for Rendering 10 mm thick in cement and sand mortar 1:6 on brick work or cement concrete wall surfaces including finishing the surface even and smooth without using extra cement complete all as specified.

M&L for Rendering 15 mm thick in cement and sand mortar 1:4 on brick work or cement concrete wall surfaces, finishing the surface even and smooth without using extra cement including mixing only liquid water proofing compound as per manufacturers instruction complete all as specified.

M&L for Rendering 15 mm thick in cement and sand mortar 1:6 on brick work or cement concrete wall surfaces including finishing the surface even and smooth without using extra cement complete all as specified.

M&L for 5 mm thick rendering in cement mortar 1:3 on concrete surface of ceiling, finished even and smooth without using extra cement.

Supply only Liquid water proofing compound of approved quality complete all as specified and directed by Engineer-in-Charge

M&L for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over one coat of primer over and including 2 mm thick cement base wall care putty complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new plastered surafce of walls and applying two coats exterior emulsion weather coat paint of make Apex (Asian Paint) / Weather coat (Berger) / Excel Top Guard (Nerolac) over one coat primer including 1 mm thick wall care putty complete all as specified and directed.

M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint complete all as specified and directed by Engineer-in-Charge

M&L for preparation of new plastered surfaces of ceiling and applying three coats white wash complete all as specified and directed by Engineer-in-Charge

Demolition of floor, hearth or wall tiling or stone slab laid, bedded & pointed in any mortar including demolition of cement mortar bedding or backing coat, including removal of debries to a distance exc 1.5 km but n.exc 5 Km

M&L for non skid ceramic tiles 7-8 mm thick (square or rectangular) polished area of each tile exceeding 0.11 sqm but n.exc 0.16 sqm as in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over and including 15 mm thick screed in CM 1:6 complete all as specified and directed by Engineer-in-Charge Note : Quoted rate shall be deemed to include cast of screed bed.

M&L for colour vitrified ceramic tiles 10 mm thick (square) polished, area of each tiles n.exc 0.36 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement and pigment to match the tiles over and including 15 mm thick scree bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge. Note : Quoted rate shall be deemed to include cast of screed bed.

M&L for for coloured glazed ceramic tiles in vertical surfaces of size 450 x 300 x 7-8 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the tiles, over and including 10 mm thick backing coat in CM 1:3 complete all as specified and directed by Engineer-in-Charge. Note : Quoted rate shall be deemed to include cast of backing coat.

Dimolition of stone slab of any description / thickness in floors, aprons etc including cement mortar bedding laid bedded and pointed in any mortar, including removal of debries to a distance exc 1.5 km but n.exc 5 Km complete all as specified and directed.

M&L for 18-20 mm thick machine cut Kota stone slab flooring with marble stone strips as per design approved, over and including cement screed bed 20 mm thick in CM 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing complete all as specified and directed by Engineer-in-Charge. Note : Quoted rate shall be deemed to include cast of screed bed.

M&L for 12-15 mm thick machine cut Kota stone slab as in skirting / riser set and jointed with grey cement slurry and pointed with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing, laid over and including backing coat 10 mm thick in CM 1:3 complete all as specified and directed by Engineer-in-Charge Note : Quoted rate shall be deemed to include cast of backnig coat.

M&L for 18 to 20 mm thick granite (of any type) tiles machine cut & machine polished, set & jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone laid over and including screed bed 15 mm thick in cement mortor 1:4 complete all as specified and directed. Note : Quoted rate shall be deemed to include cast of screed bed.

M&L for 75 mm thick plain cement concrete 1:4:8, type D- 2, using 40 mm graded stone aggregate as in sub base complete all as specified and directed.

M&L for 60 mm thick factory made chamfered edge cement concrete interlocking paver block of M-35 grade, in gray cement with approved design & pattern / shape laid as in foot path, / hard standing / drive ways or parking etc., made by table vibratory method using PU mould, laid over and including 20 mm thick compacted bed of fine sand, compacting and proper embedding / laying of inter locking paver blocks over the the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.

M&L for chequered cement concrete tiles of size 30 cm x 30 cm x 20 mm thick, with gray cement and pigment set & jointed with gray cement slurry and pointed with gray cement & pigment laid over and including 20 mm thick screed bed in CM 1:4 as in floors complete all as specified. Note : Quoted rate shall be deemed to include cast of screed bed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified & directed.

M&L for reinforced Cement concrete 1:2:4, type B-1, using 20 mm graded stone aggregate as in chajja and the like complete all as specified and directed by Engineer-in-Charge.

Use & waste form work to soffits & side of chajja and similar work, for fair finished surface of concreat complete all as specified and directed by Engineer-in-Charge

M&L for mild steel TMT reinforcement bars of grade FE-500, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90 mm dia. or securing with clips complete all as specified and directed by Engineer-in-Charge

Removal of existing roof treatment of any type & descreption and cleaning the surface complete.

M&L for 15 mm thick screed bed in cement mortar 1:4 over RCC roof slab including mixing olnly liquid water proofing compound as per manufacturer instruction complete all as specified and directed by Engineer-in-Charge. (WPC will be measured and paid separately)

M&L for water proofing treatment on roof surfaces in the following manner:- (a) 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. (b) Supply & lay 3 mm thick APP water proofing membrane reinforced with non woven polyster matt laid using butane torch by torch application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3.5 kg / sqm. Note: - (i) Work to be carried out through authorised applicators of the manufactures and work will be carried out in complete / in patches in roofs (ii) Contractor shall submit written gurantee of 10 years from date of completion & submit security deposit @ 2.5% of executed amout or Rs 6250.00 which ever is more.

M&L for applying two coats of aluminium paint over APP membrain including preparation of surfaces and primer.

M&L for 40 mm thick brick tiles laid over & including screed bed 15 mm thick in cement mortar in 1:4 and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement.

M&L for taking down, chipping and removing the loose, spailt, damaged cement concrete, cement mortor surfaces of RCC Columns, beams, walls, chajjah etc and exposing the reinforced cement, wire brushing and cleaning the exposed steel reinforced bar, applying rust remover over the cleaned re-bar surface wash the re-bar with clean water for removing all rusts from the old re-bar surfaces, fixing new reinforcement for strengthen the members as required, applying two coats of epoxy zinc primer on new and old steel surfaces, saturate the substrate with water applying one coat of polymer modified bond coat on affected concrete surfaces and finally providing polymer modified cement and quartz sand mortor in CM 1:3 mix , 40mm thick in two coats, using polymer @ 10 to 15% by weight of cement complete & finally finishing the surface including necessary scaffolding and form work all as specified and directed. Note:- (i) Working up to 25 meters height from GL and all safety measures of worker shall be carried out. (ii) New reinforcement and MS wire fabric will be measured and paid separately.

Material & labour for taking down, chipping and removing the loose, spailt, damaged cement concrete, cement mortor surfaces of RCC columns, beams, walls, chajjah etc and exposing the reinforced cement, wire brushing and cleaning the exposed steel reinforced bar, applying rust remover over the cleaned re-bar surface wash the re-bar with clean water for removing all rusts from the old re-bar surfaces, fixing new reinforcement for strengthening the members as required, applying two coats of epoxy zinc primer on new and old steel surfaces, saturate the substrate with water applying one coat of polymer modified bond coat on affected concrete surfaces and finally covering with 25 mm thick Microconcrete and finally finishing the surface including necessary scaffolding and form work all as specified and directed. Make :- Dr. Fixit / Sunanda / Chemestik / Fosrok as aprooved. Note:- (i) Working up to 25 meters height from GL and all safety measures of worker shall be carried out. (ii) New reinforcement and MS wire fabric will be measured and paid separately.

S&F welded steel wire fabric, cut to size, fixed to steel members / reinforcement steel, weigh per Sqm n exc. 4 Kg complete all as specified.

M&L for drilling 12 mm dia holes of 75 mm deep @ 0.6 m c/c at junction of RCC beams and columns as co-ordinal points and injecting / pouring mixture of resin base latex polymer and cement slurry by pressure grouting @ 0.30 to 0.40 litre / hole for column, beams and slabs, includind sealing the holes with CM 1:3, all as specified and as directed by Engr-in-Charge.

Taking down chowkats or frame, (wooden / aluminium / steel) not exceeding 1.5 sqm in each shutters (without taking off shutter from the frame) complete all as specified and directed by Engineer-in-Charge

Taking down chowkats or frame, (wooden / aluminium / steel) exceeding 1.5 but n exc 4 Sqm in each shutters (without taking off shutter from the frame) complete all as specified and directed by Engineer-in-Charge

Taking down shutters of any description not exc 1 Sqm each complete all as specified and directed by Engineer-in-Charge

Taking down shutters of any description exc 1 Sqm but n.exc 2 Sqm each complete all as specified and directed by Engineer-in-Charge

S&F well seasoned 2nd class hard wood plan, solid, straight chowkat and frames, wrought framed, rebate on the solid rounded or chamfered, put together with glue pinned at joint complete all as specified and directed by Engineer-in-Charge

M&L for Pressed steel frames 125 mm x 60 mm for doors with one or more rebates including necessary fixing lugs, lock strike plates complete, providing mild steel 6 mm dia thresh old bar, thickness of sheet 1.25 mm and filling hollow of frame with plain cement concrete Type C-0, 1:3:6 (using 12.5 mm graded crushed stone aggregate) complete, all as specified.

M&L for Pressed steel frames 105 mm x 60 mm for doors with one or more rebates including necessary fixing lugs, lock strike plates complete, providing mild steel 6 mm dia thresh old bar, thickness of sheet 1.25 mm and filling hollow of frame with plain cement concrete Type C-0, 1:3:6 (using 12.5 mm graded crushed stone aggregate) complete, all as specified.

M&L for Mild steel work as in hold fast / Bands, straps, supports or stays for rainwater, including bolts, if required, and similar small articles conforming to Fe-290 Gde-E-165 all as specified.

M&L for plain cement concrete 1:3:6, type C-1 (using 20 mm graded stone aggregate) for embedding holdfast, bed block, cills, etc including necessary formwork complete all as specified and directed by Engineer-in-Charge

M&L for preparing new surfaces of wood and woodbased marterial, steel and iron works of any description and girth treating ends of post back of chowkats etc, area tarred exc 0.1 sqm but n exc 0.5 sqm each with tar or coal tar black paint complete all as specified and directed by Engineer-in-Charge

S&F 30 mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified.

S&F 35 mm thick second class hardwood glazed and skeleton shutters for door, open rebated and prepared to receive glass, gauge etc , divided in to square with plain chamferef or rounded mitred and rebate sash bars, any numbers edges of framing plain, chamfered or rounded, size / section of members of shutters shall be as specified in SSR Part I section 8 clause 8.24 (a) complete all as specified and directed by Engineer-in-Charge

S&F 30 mm thick second class hardwood glazed shutters as in windows / vertilators open rebateed and prepared to received mitred aand secured sash bars any numbers edges of fsdraming plain chamfered of rounded in SSR Part I Section 8 caluse 8.24 (b).complete all as specified and directed by Engineer-in-Charge

S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded , complete all as specified and directed.

S&F for Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welded , complete all as specified and directed.

S&F steel ventilators with top hung shutters including hinges, steel handle and steel peg stay complete with glazing sash, dovetailed or welded complete all as specified and directed.

S&F anodised aluminium frame for doors, windows, ventilators, partition section with one or more rebates including joining cleat for fixing etc. complete all as specified.

S&F anodised aluminium work for doors, windows any type sliding or fixed, ventilators and partitions 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 required 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 directed by Engineer-in-Charge and all as specified.

S&F in repairs aluminium anodized grill weight of 3.13 Kg per Sqm (min) with suitable aluminium anodized frame of F/H section of 0.297 Kg per Meter (min) with suitable fixing screws / attachment etc complete all as specified and directed.

S&F for PVC door frame of size 50 mm x 47 mm made out of 5 mm plain colour pvc sheet reinforced with MS square tube, suppling & fixing in opening as per specn & drg

S&F for factory made solid PVC door shutter 30mm thick (style) consisting of frame made out of MS tubes for top & bottom rails MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm with stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, complete all as specified.

S&F 50 mm size butt hinges medium weight cold rolled mild steel complete all as specified and directed by Engineer-in-Charge

S&F 75 mm size butt hinges medium weight cold rolled mild steel complete all as specified and directed by Engineer-in-Charge

S&F 100 mm size butt hinges medium weight cold rolled mild steel complete all as specified and directed by Engineer-in-Charge

S&F 100 mm size Extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge

S&F 150 mm size Extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge

S&F 100 mm Aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed by Engineer-in-Charge

S&F 150 mm Aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed by Engineer-in-Charge

S&F Aluminium anodised sliding door bolt 300m long, with hasp, staple (bolt type) and fixing clip of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and directed by Engineer-in-Charge.

S&F in repair 300 mm long, mild steel, rat tail rod pattern springs including roller and roller plates complete all as specified and directed by Engineer-in-Charge

S&F 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.

S&F in repair 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.

M&L for preparation of new wood and wood based surfaces of any description, not otherwise desceribed over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.

Hacking out old broken glass (any thickness size, quality or description) from wooden frames or stone, concrete or bricks round, glazed with putty or fixed with bedds complete all as specified and directed by Engineer-in-Charge

S&F 3 mm thick sheet glass, ordinary quality and glzing with oil putty / timber bedds in square n. exc. 0.50 sqm in each pane complete all as specified and directed by Engineer-in-Charge

S&F 3.0 mm thick figured glass ordinary quality and glazing with oil putty n.exc 0.5 Sqm each pane

S&F 4.8 mm thick sheet glass odinary qulity and glazing with neosprene beading n.exc 0.5 Sqm in each pane.

Dismantling wrought iron or mild steel work of any description not otherwise provided for

M&L for Rolled mild steel in roof trusses (framed), trussed, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc. Fe 410-W (Gde E-250) quality A complete all as specified and directed by Engineer-in-Charge.

Dismantling of roof sheet (any descriptions) including ridges in roof covering all as specified and directed.

S&F for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof overing/cladding to wall, fixed with self tapping screws as specified

Taking up or down 15 mm bore steel tubing including all fitting & fixture complete all as specified and directed by Engineer-in-Charge.

Taking up or down 20 mm bore steel tubing including all fitting & fixture complete all as specified and directed by Engineer-in-Charge.

M&L for 15 mm bore mild steel galvanised water tubing, medium grade, with all fittings and fixture, fixed to walls and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.

M&L for 20 mm bore mild steel galvanised water tubing, medium grade, with all fittings and fixture, fixed to walls and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.

Dismantling water tank capacity exc 250 & n.exc 500 ltr and taken as credit

Supply and fix 500 litres capacity double layer, rotational moulded, polythene water storage tank (Cylindrical vertical with closed top) hoisted and fixed on roof in position, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc complete.

S&F ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic ball, suitable for 20 mm bore pipe, screwed for iron pipe and fixed. (Minimum weight 20 mm -210gms) complete all as specified.

S&F in repairs 15 mm size bib tap, with wall glange, long body, cast copper alloy chromium plated, fancy type with capston head, screwed for 15 mm bore iron pipe or for brass ferrule and fixed complete all as specified.

S&F in repairs 15 mm size angle cock, with wall glange, cast copper alloy chromium plated, fancy type with capston head, screwed for 15 mm bore iron pipe or for brass ferrule and fixed complete all as specified.

S&F in repair 15 mm size pillar taps, cast copper alloy, chromium plated, fancy type, with capstan heads, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly nuts, screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-charge.

S&F in repairs PTMT( Polytetra Methyllene Terephthalate ) Bib taps suitable for 15 mm bore pipe standard of PTMT any colour screwed, for iron pipe and fixed ( Minimum weight 15 mm - 90 gms complete all as specified.

S&F in repairs 100 mm dia stainless steel grating fixed in position with white cement complete all as specified.

Supply and fix in repairs white vitreous china squatting pan ‘ORISSA’ pattern of size 580 mm x 450 mm white with integral foot rests with ‘P’ or ‘S’ trap, front or back inlet including all connection and provision of lime concrete base complete all as specified and as directed..

Supply and fix in repairs 10 Litre capacity PVC symphonic action type flushing cistern (ISI Marked) low level, with inlet ball valve, float and handle & PVC flush pipe, fixed in position and connecting complete.

S&F in repair PVC connection 15 mm size with PTMT nut, length 450 mm complete.

Supply and fix in repair white vitreous China wash hand basin (Flat back) of size 550 x 400 mm fixed on and including new brackets, including 32 mm size brass chromium plated waste coupling, complete.

S&F in repair 32 mm bore PVC flexible waste pipe with coupling fixed to WHB / urinals as waste pipe, length not less than 600mm complete all as specified.

S&F in repair 75 mm dia Cast iron floor trap, with 75 mm dia stainless steel grating, including jointing to waste pipe fixed in plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate complete.

Taking down PVC pipes (any sizes) including all fittings

S&F 110 mm outer dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints, fixed to walls or floors including PVC clamp complete all as specified and as directed

Dismantling of RCC posts, struts of any section including taking out embedded portion in concrete or brick masonry of any position place including swan neck fencing and making good to disturbed portion all as specified.

M&L for mild steel work in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing 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.

M&L for PCC 1:3:6, type C2, using 40 mm graded stone aggregate, as in foundation, filling and mass concrete complete all as specified and directed.

S&F Framed work such as grills, gratings, etc. with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290, Gde-E-165

M&L for preparing new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified.

Taking down Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs complete all as directed.

S&F Galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed. (Note :- Each line wire to be measured)

Restraining / resecuring including making good staples galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provn of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed. (Note: Each line wire to be measured.)

Temporarily blocking of inlet of septic tanks / manhole of depth 0.50 to 1.5 metre 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 fresh water by mechanically / manually including taking out the blocking arrangements of inlet and making the system functional all as specified and directed by Enginee-in-Charge.

Temporarily blocking of inlet of septic tanks / manhole of depth 1.50 to 4.50 metre 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 fresh water by mechanically / manually including taking out the blocking arrangements of inlet and making the system functional all as specified and directed by Enginee-in-Charge.

Temporarily blocking of 150 mm bore sewage line with suitable wooden plugs / gunny bags and cleaning the same by rodding and removing the sludge alongwith brick bats / stones / broken bottles / any other foreign materials etc complete and cleaning the sewage line with fresh 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.

Temporarily blocking of 200 mm bore sewage line with suitable wooden plugs / gunny bags and cleaning the same by rodding and removing the sludge alongwith brick bats / stones / broken bottles / any other foreign materials etc complete and cleaning the sewage line with fresh 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.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out as in soft / loose soil.

Demolition and breaking 150 mm bore drain pipes of any descreption including demolition of PCC packing uner and haunching against the sides of pipes including removal of debries to a distance exc 1.5 km but n.exc 5 Km complete.

M&L for 150 mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as specified and directed.

M&L for PCC 1:3:6, type C2 using 40 mm graded stone aggregate as in bed to drain pipes of 150 mm bore dia including packing uner and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Returning, filling in including spreading levelling watering and well ramming in layer n.exc 25 cm thick using excavated soil all as specified and directed.

M&L for Preparation of old decorated 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 Engineer-in-Charge

All as per item No. 123 above but on ceiling surfcaes.

M&L for Preparation of old decorated 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 cement base paint complete all as specified and directed by Engineer-in-Charge

All as per item No 125 above but applying two coats cement bae paint.

M&L for complete removal existing treatment of wall surfaces including washing, rubbing down & stopping holes etc, and applying two coats of cement base paint of any tint / shade (upto 25 mtrs height) complete all as specified and directed by Engineer-in-Charge.

M&L preparation of old painted surface of walls and applying one coat exterior emulsion weather coat paint of Apex (Asian Paint) / Weather coat (Berger) / Excel Top Guard (Nerolac) complete all as specified and directed.

M&L for Preparation of old painted surfaces of walls by washing, rubbing down & stopping holes etc, and applying one coat of distemper oil emulsion of any tint / shade complete all as specified and directed by Engineer-in-Charge

All as per item No.129 above but applying two coats of distemper oil emulsion.

All as per item No.129 above but applying one coat of distemper oil emulsion on ceiling surfaces.

M&L for 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 holes and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge

M&L for preparation of old painted surfaces of steel of any description, not otherwise described over 10 cm width or girth, and applying one coat of synthetic enamel paint (upto 25 mtrs height) complete all as specified and directed by Engineer-in-Charge

Deployment of manpower & tools etc for Complete removal of existing treatment on wall / roof projections including facia, cornices etc by scrapping with mechanical sander (having mechanical vaccum mechanism) with sanding pad of appropriate grit to make surface clean, free from dust, loose paint etc by skilled labour complete all as specified and directed. (Rate included for necessary scafolding and arrangement for working up to 15 mtrs height).

M&L for applying minimum 1 mm thick exterior grade wall care putty over prepared surface to achive the surface even and smooth for application of painting complete all as specified and directed. (Rate included for necessary scafolding and arrangement for working up to 15 mtrs height).

M&L for applying two coats of 100% Premium acrylic emulsion paint on wall surfaces, having VOC less than 50 gm / litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of approved shade (Company Depot tinted) with silicon additives @ 1.43 litre / 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre / 10 Sqm complete all as specified and directed. Note- (i) Primer and emmulsion to be carried out through air less spray machin (Mechanical means). (ii) Rate included for necessary scafolding and arrangement for working up to 15 mtrs height.

M&L for re-writing letters or figures (Block, Roman Italic or Indian) n exc 30 cm high with a thick coat of synthetic enamel paint without showing signs of brushes mark complete all as specified and directed by Engineer-in-Charge

M&L for re-writing of stops, commas, short lines, dashes, hyphens, brackets etc with one thick coat synthetic enamel paint complete all as specified and directed by Engineer-in-Charge

Removing excavated soil to a distance not exc 50 m and depositing where directed at level n exc 1.5 m above the starting point.

NEW BHARAT ENGINEERING AND CONSTRUCTION CO

M/S SWATI CONSTRUCTION

M/s Vimal Traders