Provn of certain special repair, LBW, Revenue and Minor works under AGE B/R I of GE (N) Bikaner at Mil Stn Bikaner

Amount

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises.

Dismantling Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets, mettalic grid if any.

Taking up or down steel water tubing 15mm dia and connection incl cleaning for refixing .

Taking up or down steel water tubing 20mm dia and connection incl cleaning for refixing .

Taking down chowkhats or frames not exc. 1.50sqm each but with shutter (w/o taking of shutter from the frame )

Taking down chowkhats or frames exc. 1.50sqm each but nexc 4.00 sqm with shutter (w/o taking of shutter from the frame )

Taking down door shutter of any desc exc 1 sqm but not exc 2 sqm and refixing in the same opening.

Taking down cement plaster, any description incl extra lipping of tiles if any on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete all as specified.

Surface dressing not exc 15 cm deep in soft/loose soil.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete.

Excavating in trenches n.exc. 1.5m wide and n.exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc n.exc. 10 sqm on plan and n.exc 1.5m in depth and getting out hard/dense soil

Returning filling in incl spreading levelling watering and well ramming in layers n exc 25cm thickness.

Removing excavated soil to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point.

Spreading and levelling surplus soil under floors or in foundations in layers not exceeding 25 cm including watering and consolidation complete all as specified and as directed by Engineer-In-Charge.

Treating the bottom and sides of excavation at the rate of 5 ltrs of ANTI-TERMITE TREATMENT emulsion per sqm of surface area all as specifed and as directed.

Treating the back fill in contact with foundation at the rate of 7.50 ltrs of ANTI-TERMITE TREATMENT emulsion per sqm of vertical surface ( Area of the sub structure in contact with back fill to be measured ) all as specifed and as directed.

Treating the top surface of filled earth at the rate of ANTI-TERMITE TREATMENT emulsion per sqm of the surface all as specifed and as directed..

Treating the soil under plinth protection at the rate of 5 ltrs of ANTI-TERMITE TREATMENT emulsion per sqm of surface areaall as specifed and as directed.

Treating the soil along with external perimeter of building at the rate of 2.25 ltrs of ANTI-TERMITE TREATMENT emulsion per meter of the perimeter wall all as specifed and as directed. . ( Note for srl item 16 to 20:_ No claim shall be made if every stage is not approved by Eng-in-Charge )

Demolition of brick or stone masonary including all necessary arches, pillars, quions etc built in cement mortar.

Demolition of cement concrete in ground floor and pavings n.exc 15cm thick below or above ground level.

Demolition of reinforced cement work as in roof slabs (other than ground floors) beams staircases , landing chajjas and similar suspended work.

Dismantling cast iron pipes fixed to walls or laid in trenches in any position.

Dimantling water tanks cap exc 250 & n.exc.500ltrs.

Dismantling PVC water tank exc 500 ltrs and n.exc 1000 ltrs capaicty and removing to store.

Demolition of lime concrete of any description over roof slab complete all as specified and as directed by Engineer-in-Charge..

Dismantling timber scantling 40 Sqmcm and over in section , in any position complete

Dismantling framed trusses n exc. 10 m long of any description including all fittings and fixtures. Complete all as specified and directed.

Dismantling Asbestos cement Corrugated sheets in roof covering .

Dismantling pipes any description fixed to walls or laid in trenches in any position.

S&F Mild steel framed work such as grills ,framed guard bars barred iron doors ;ladders framed balusters railings and similar work conforming to Fe 410-0or Fe 310-0

M&L for mild steel plates as in gusset plates etc complete all as reqd at site conforming to Fe-410 W (Gde-250)

M&L Mild steel joists , channel , angle, or tee sections , fixed independently , without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of length indicated ) confirming to FE -290 (Gde E-165). Complete all as specified and as directed by Engineer-In-Charge.

M&L Mild steel Rolled sections as in cladding, glazzing and the like fixed with angle cleats and connecting plates,etc. confirming to Fe-290(Gde-E -165) complete all as specified and as directed by Engineer-In-Charge.

M&L for Steel work in tubular trusses/posts including special shaped washer, anchor plate, bolt etc complete using ERW or induction butt welded tubes conforming to I S.1161-1979 grade St.-240 complete.

Erection and fixing only steel work in roof trusses including special shape washers et. Complete.

M&L Mild steel framed brackets of angles or tees with web and flanges cut to shape, drilled and countershunk for screw, including bending and welding angles, as necessary, guser plate, riveting, etc. n exc. 10 kg brackets, confirming to Fe. 290 Gde -E-165 (Brackets over 10 kg each to be measured under structural steel ) complete all as specified and as directed by Engineer-In-Charge.

S&F of galvianised, corrugated mild steel sheeting 0.63 mm thick with two corrugation side lap fixed with angle type or J type or crancked hooks bolt in roof with grade of zinc coating 275 all specified and directed by Engr-in-charge

S&F Pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tacking screws duly fitted with washers as complete all as specified.

All as per item No.39 above but 0.6 mm thick plain sheets as in ridges / flashings fixed with screws .

M&L for Mild steel work conforming to Fe-290 Gde E-165 in nosing to steps including embeding in concrete and screwing etc, wind ties for roof including securing bolts, including all necessary drilling, bolting or riveting etc complete.

M&L for Mild steel work conforming to Fe-290 Gde E-165 in nosing to steps including embeding in concrete and screwing etc, wind ties for roof including securing bolts, including all necessary drilling, bolting or riveting etc complete.

S&F Mild Steel rag or lewis bolts screwed one end with hexagonal or square nuts and washers,the other end enlarged and jagged or lewised,of Diameter 12mm n Exc 15 cm long complete all as specified and as directed by Engineer-In-Charge.

S&F Mild steel bolts.exc. 5 cm length not exc. 10 cm length (machine made) with hexagonal or square heads at one end and screwed the other , or screwed both ends, each screwed end to be fittied with washers and one hexagonal or square nut 11 to 15 mm neck dia complete all as specified and as directed by engineer-in-charge.

S&F Composite cement ceiling board 6 mm thick in ( 595 mmX595 mm ) pannel (Make-Everest/ Ramco or eql.) designer ceiling pre finished conforming to IS 14862 type B cateogory three incl GI frame , grid work,hold fast,suspended with suspender along with holding down bolt complete . (Note: Ceiling board shall confirming to IS-14862 ,shall be fire resistant , Moisture resistant and ceiling shall be suspended

M&L Plain MS wire galvanised class 3 of 2.5mm dia as in suspender to snap grid frame including fixing drilling etc.

M&L for PCC (1:5:10) type E-2 using 40mm graded stone agg as in mass fliling and foundation complete all as specified and as directed by Engineer-in-Charge.

M&L for 75mm thick PCC 1:4:8 type D2 (using 40mm graded aggregate)

M & L for PCC (1:3:6) type C2 using40mm graded stone aggregate in foundation/filling and mass concrete complete all as spd complete all as specifide .

M&l Plain cement concrete (1:2:4) type B-0, 40 mm thick as in damp proof course to horizontal or vertical surfaces including necessary form work using water proofing compound as per manufacturer’s instructions complete all as specified and as directed.

M&L for 75 mm thick cement concrete type B-2, 1:2:4 (40mm graded aggregate), laid in alternate panel and making surfaces even and fair complete all as specified and as directed by Engr-in-Charge.

M&L for 40 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as floor finishes , finished even and smmoth w/o using extra cement , complete all as specified and as directed by Engineer-in-charge.

S&F 3 mm thick ,38 mm wide glass dividing strippsof approved pattern fixed with mortar

M&L for PCC 1:4:8,type D-2 using 40mm graded crushed stone aggregate as in sub base and mass conc.

M&L for hardcore of broken stone boulders of gauge nexc 63mm , deposited , spread and levelled in layers nex 15cm thick watered and rammed to a true surface

M&L for hardcore of broken stone of gauge nexc 63mm , deposited , spread and levelled in layers in backing of soakage wells nexc 15cm thick watered and rammed to a true surface

M&L for 100mm thick cement concrete type B-2, 1:2:4 (40mm graded aggregate), laid in alternate panel and making surfaces even and fair complete all as specified and as directed by Engr-in-Charge.

M&L plain cement concrete 25mm thick 1:2:4 type B0 (12.50mm graded aggregate) in any position in ground floor/roof complete all as specified and as directed by Engineer-in-Charge.

M&L for coloured non skid ceramic tilies 7 to 8mm thick square/rectangular exceeding 0.18sqm and nexc 0.36 sqm in floor etc set floors etc set and jointed in neat slurry and pointed in cloured cement to match including 15mm thick screed bed CM 1:6 . ( Note: No claim shall be made in r/o colour texture for the tile approved by Eng-in-Charge )

M&L for coloured non skid ceramic tilies as in skirting7 to 8mm thick square/rectangular exceeding 0.18sqm and nexc 0.36 sqm in floor etc set floors etc set and jointed in neat slurry and pointed in cloured cement to match including 15mm thick rendering in CM 1:6 . ( Note: No claim shall be made in r/o colour texture for the tile approved by Eng-in-Charge )

M&L for coloured non skid ceramic tiles 300 x 300 x 7mm thick in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match including 15mm thick screed bed in CM 1:6

M & L for coloured Glazed ceramic tiles 450X300mmX7mm thick set and jointed in neat cement slurry and pointed in coloured cement to match the floor as on vertical surfaces laid over 10mm thick rendering in cement mortar 1:4.

M&L 20-25 mm thick single piece machine cut kota stone slab as in floors laid and jointed with grey cement slurry mixed with pigment to match with the shade of the slab including rubbing and polishing to mirror finish , including laying over and including 15mm thick backing coat in cement and sand mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. (Note : Size of Kota stone shall be minimum 520 mmx520mm ,and of uniform colour )

S&F 20 -25 mm thick machine cut kota stone slab on vertical surfaces as in skirting / riser of steps etc laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing, over and also making edges rounded or bull nosed , over and including 10 mm thick rendering in cement and sand mortar 1:4 complete all as specified and as directed by Engineer-In-Charge.

M&L for 20 mm thick granite machine cut slab table rubbed and polished granite as on cooking platforms as on cooking platforms incl pointing in white cement mortar 1:2 using marble dust with admixture of pigment to match with marble shade laid over 20 mm thick screed in cement mortar 1:6.

M&L Sand filling under floors, 25-40 mm thick cushning under interlocking tiles or in foundations incl watering and consolidations complete all as specified and directed.

M&L for 60 mm thick factory made coloured glossy finished inter locking cement concrete paver blocks any shape and size confirming to IS 15658-2006 of M-35 grade manufacturing by vibrating processcomplete all as specified and directed by engr-in-charge (Coloured and shape of block shall be approved by Engr-in Charge)

M&L for screed bed or bedding layer 15 mm thick in cement mortar 1:4 for laying floor finishes complete all as specified.

S&F Cement concrete tiles with white cement and pigment 20cm x 20cm x 20mm thick, machine pressed set jointed and pointed in neat cement slurry in floors, and cut and polished

M&L for 75mm thick Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in plinth protection, , finished even and smooth using extra cement laid in panels, including making joints 12mm wide to the full depth of PCC at every 3 metres and at every change of direction and filling the same with & including bitumen and sand 1:3 by weight complete.

M&l for brick work with sub class B bricks straight or curved on plan exc 6m mean radius brick walls built in CM 1:6.

M&L for brick work with fly ash bricks straight or curved on plan exc 6 m mean radious built in cement mortar 1:6.

M&L Brickwork with fly ash bricks, straight or curved on plan exc 6 m mean radius built in cement sand mortar 1:6 in half brick thick complete all as specified and as directed by Engineer –in-Charge.

M&L for mild steel steel TMT bars10 mm dia and over cut to length bent to shape reqd ,incl cranking ,bending spirally for hooping columns hooking ends and binding with mild steel wire annealed not less than 0.9 mm dia

Mild steel bars TMT 8 to 10 mm dia cut to length bent to shape required incl. cranking bending spirally for hoop for columns ,hooking ends and binding with and including mild steel wire not less than 0.9mm dia deformed or twisted bars.

M&L for mild steel steel TMT bars 5mm dia and over upto and including 10mm dia in stirups, spaces and binders complete all as specified and as directed by Engineer-In-Charge.

M&L Reinforcement cement concrete M-25 in slab supported on wails beams and columns in floor roof landing and the like using 20mm graded stone agg.

M&L for RCC (nominal mix) type B-1 1:2;4 (20 mm graded aggregate) as a filling in steel post all as spfd and directed bt Engr-in-Charge

M&L Reinforced cement concrete Type B1 1:2:4 in chajjas complete all as specified and as directed by Engineer-In-Charge

M&L Reinforced cement concrete Type B1 1:2:4 (20 mm graded aggregate) inlintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses lacing courses, parapets and rallings upto 60cm in height, coping,kneelers, apex stones, bed plates, kerbs complete all as specified and as directed by Engineer-In-Charge

Form work to soffits of suspended slab such as roof slab not exc 200mm thick to rough finished surface of concrete

Form work to edges of conc. Flat floor and roofs n.exc 20cm wide to rough finished surface of concrete .

Formwork to sides and soffits of floors or roof beam, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. finished to rough surface. Complete alll as specified and as directed by engineer-in-charge.

Formwork to edges of concrete flats, breaks in floors, opening in concrete walls, floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exeeding 20cm wide. Complete all as specified and as directed by Engineer-In-charge

M&L Rough cast plaster all as specified .

M&L rendering 15mm thick in cm 1:4 concrete walls or stone masonary walls surfaces as in wall finishes even and smooth w/o using extra cement incl mixing of wpc .(Note: WPC shall be measured and paid for seperately)

M&L for rendering 10mm thick on concrete surfaces as in ceiling in CM 1:4 finished even and smooth without usiing extra cement

M&L for Rendering 15mm thick cement plaster on fair faces of brick or conc. Surfaces in cement mortar 1:6,even and smooth w/o using extra cement .

M&L for 10 mm thick screeding for roof treatment in cement mortar 1: 4 on concrete surfaces, finished Fair & even including mixing water proofing compound as per manufacturer's instns( WPC to be measured separately as supply only)

M&L for polythene film black 150micron

Supply only liquid water proofing compound, , complete all as specified and as directed by Engineer-in-Charge.

Applying evenly a tack coat of industrial bitumen 85/25 ,1.2kg/sqm incl cleaning surface.

40 mm thick Brick tiles bedded in 15 mm thick cement and sand mortar (1:6) and joints grouted flush in cement and sand mortar (1:3) mixed with 5% of crude oil by weight of cement complete all as specified and as directed by Engineer-in-Charge.

Lime concrete terracing as specified on roof

S&F Solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube all as specified and approved.

S&F factory made solid panel PVC door shutter with MS square tube 30mm thick (style) consisting of frame made out of MS tubes for top and bottom rails MS frame shall be covered with heat moulded plain colour PVC sheet stirip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top,lock and bottom rail on either side & as gap insert for top rail & bottom rail .panelling of plain colour PVC sheet to be fitted in the MS frame welded /sealed to the stiles and rails with suitable PVC sheet beading and joined together with solvent cement S&F in the steel frame at site as per specification.

S&F steel window (box type) factory made glaged and guaged with side hung shutters including pintol hinges, steel handles, steel peg stay and all locking arrangement complete with glazing bars dovetailed or welded including one shop coat of red oxide primer complete all specified. Note : i) The window shall be fabricated as per Drg No CEBZ/888R & 889 Sheet 1 to 4. ii) MS fillets, glazing, wire gauge shall be measured and paid separately.

S&F steel ventilator (box type) factory made glaged and guaged with top hung shutters including pintol hinges, steel handles, steel peg stay and all locking arrangement complete with glazing bars dovetailed or welded including one shop coat of red oxide primer complete all specified. Note : i) The window shall be fabricated as per Drg No CEBZ/888R & 889 Sheet 1 to 4. ii) MS fillets, glazing, wire gauge shall be measured and paid separately.

M & L for sheet glass 3mm thick ordinary quality and glazing with oil putty in square not exc.0.5sqm in each pane

M&L stainless stel wire cloth 0.56 mm nominal dia of wire anfd averqagae width of aperature 1.18mm and fixed with tinned tracks, or galvanised wire spaples.

M&L PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in filling in pressed steel frames complete all as specified and as directed by Engineer-in-Charge

S&F 1.25 mm thick 125 x 60mm pressed steel frames for doors with one or more rebate including necessary fixing lugs, hinges lock strike plate etc complete as specified including a coat of shop coat zinc chrome primer.

S&F 1.25 mm thick Pressed steel frames of size 105mm x 60mm for single doors including necessary fixing lugs, hinges, lock strike plate, etc complete all as per IS provns.

S&F 35mm thick second class hard wood plain framed pannelled shutter (two panels) with lock rail and pannel or 9mm BWP comerical ply or 12mm venered particle board with comerical face venering on both faces. The size of rail and style as per IS-1003 part kilin seasoned

M&L for 2nd class hard wood 35mm glazed and skelton shutter open rebated and prepared to receive glass,gauge etc.(w/o sash bars)edges of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc.as spcd. Clause 8.20(a)

S&F Butt hinges extruded alumonium alloy with galvanised mild steel hinges pin anodisedand fixed ,type B-21 of 100mm.

M&L Aluminium anodised barrel tower bolt of extruded section of 150mm

M&L Aluminium handles cast type anodised of 150mm

M&L Butt hinges, heavy weight,75 mm cold rolled mild steel, and fixed

M&L Butt hinges, heavy weight,100 mm cold rolled mild steel, and fixed

S&F mild steel barrel tower bolt ,stove enamelled black with bright bolt of 150mm

S&F Cast iron or malleable cast iron handles,100 mm cast type, stove enamelled black

S&F mild steel sliding door bolt plate type stove enameled black with bright bolt not less than 12mm dia with and incl. A minimum of 6bolts and nuts four on bolt plate and two on staple plate of 250mm long.

S&F brass 300 mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and as directed by engineer-in-charge.

S&F PVC(SWR) pipes single socketed in any length with rubber ring joint fixed with wall of 110mm as in rain water pipe

S&F PVC(SWR) pipes single socketed in any length with rubber ring joint fixed with wall of 75mm as in rain water pipe

S&F PVC (SWR) junction single T equal or unequal 110mm

S&F PVC (SWR) junction single equal or unequal 75mm

S&F PVC (SWR) branch piece single equal or unequal 110mm

S&F PVC(SWR) bends any radius 110mm withand including oval acess.

S&F 75 mm bore PVC floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4)

S&F PVC(SWR) bends any radius 75 mm with and including oval acess

PVC (SWR) vent cowl 75 mm

S&F Salt-glazed stoneware gully traps 125 x 100mm, square or round mouthed, tvpe 'P'

S/F Cast Iron Pipe (Sand Cast) for waste and vent pipe with or without ears, with cement joints fixed to walls, 50mm dia.

S&F Cast Iron Pipe (Sand Cast) for waste and vent pipe with or without ears, with cement joints 100mm dia laid in trenches.

S&F Cast Iron Pipe (Sand Cast) for waste and vent pipe with or without ears, with cement joints 75 mm dia laid in trenches.

S&F CI floor trap with grating including jointing to waste pipe fixed in cement concrete type B-1 1:2:4, 75mm dia.

S&F Cast Iron bends (any radius), disminishing pieces or tappers(larger bore measures), 100mm dia with access door.

S&F Cast Iron bends (any radius), disminishing pieces or tappers(larger bore measures), 75mm dia with access door.

S&F Cast Iron branch pieces ,Double (equal or unequal ) ordinary or inverted (spigot or socket type) or with parallel branches 100 mm dia.

S&F CI cowls , 50mm dia

S&F Stack clamp out of 50mm x5mm flat iron stays including bolt and nuts and securing ends of stays to walls or roof for 50mm bore piece.

S&F tube medium grade galvanized with all fitting and fixed complete to walls and ceiling or laid in floor bore of pipe 15 mm .

S&F tube medium grade galvanized with all fitting and fixed complete to walls and ceiling or laid in floor bore of pipe 20 mm .

M&L for refixing old steel tubing and connections in new or old position(Wall, ceiling, floors etc 15 mm bore

S&F Stop valve cast copper alloy(concealed type) with crutch or butter fly handle screwed both ends & screwed for iron pipe of 15mm dia fixed in repair

S&F Viterous china wash down water closet pan pan (pedestal pattern ), white (excluding flushing cistern , flush pipe.(Make: CERA,Perryware,Hindware)

M&L vitreous china squatting pan, orissa pattern sise 580x440mm white with integral foot rest (excluding flushing cistern) including vitreous china ‘P’ or ‘S’ traps connection to trap and to flushing pipe to complete lived in repairs and making good to floor complete.

S&F PVC seat jet for EWC with and including holding down bolts.

S&F PVC low level flushing cistern 10 litres capacity, white, with all fitting and fixtures including brackets and 32 mm bore PVC flush pipe, complete.

S&F Vitreous china wash basin, white flat back, size 580x450 excluding traps waste pipe fixed with brackets fixed in repairs.

S&Fpillar taps, cast copper alloy, chromium plated, fancy type with long shank and cup, screwed down high pressure, screwed both ends for 15 mm bore dia iron pipe or for union, ISI marked, supplied and fixed in repairs complete all as specified and as directed by Engineer-in-Charge.

S&F 15 mm bore brass chromium plated sink mixer with and incl spacing legs

S&F 15mm bore long Bib tap Make CERA Cat No F3002152

S&F Bib tap standard of PTMT 15 mm bore any colour high pressure screwed for iron pipe fixed. (minimum weight 15 mm 90 gms/20 mm 125 gms

S&F chromium plated Bib Tap, with crutch or butterfly handle screwed down screwed for iron pipe or brass ferrule, fancy type, CP, 15mm dia

S&F Towel rail 600mm long of cast copper alloy, chromium plated, fixed in repair complete all as specified and directed by Engineer-in-charge.

S&F Towel ring of PTMT with and incl chromium plated brass screws and wooden /plastic cleats

S&F in repair 32/40 mm dia PVC waste pipe for WHB/sink complete all as specified .(Min weight 45 to 60 gms .

S&F 32mm bore waste fittings ,brass chromium plated for wash hand basin etc with long screwed shank and flynuts etc.

S&F Angle valves, cast copper alloy, chromium plated, fancy type with long shank and cup, screwed down high pressure, screwed both ends for 15 mm bore dia iron pipe or for union, ISI marked, supplied and fixed in repairs complete all as specified and as directed by Engineer-in-Charge.

S&F PVC connection 15mm size with PTMT nuts of length 450mm.

S&F viterous China urinal half stall type white including CP spreader, waster pipe etc.

S&F looking mirror of size 5 mm thick with ends bevelled and fied with spacers with complete all as spfd.

S&F sink with drainage board made of stain steel steel 1.00 mm thick sheet for kitchen plug washer waste pipe , mild steel brackets connecting union over all size 915x460 mm with bowl size 410x330x160mm but fixed in repair incl removing existing viterous china sink with fittings .

S&F waste pipe with coupling 40 mm for sink .

S & F in replacement Rotational moulded polyethylene water storage tanks of capacity 1000 litres, (cylindrical vertical tanks with closed top) hoisted and fixed in position including making necessary arrangements for fixing inlet, outlet and over flow pipe and provision of wash out pipe etc complete all as specified and as directed by Engineer-in-Charge. (Notes : (i) The water storage tanks shall be 3 layers, HDPE tanks moulded to seem-less perfection of rotational moulding process. The tanks shall be manufactured only from FDA approved special grade of polyethylene and shall be certified fit for potable water. (ii) The tanks shall be white coloured with three layered wall and shall be ISI marked. Also refer paras 18.60 and 18.60 A of MES Schedule Part-I. (iii) Payment for inlet, outlet and over flow pipes and ball valve shall be made separately. However cost of providing necessary GI fittings such as nipples with check nuts for inlet and outlet pipes, GI plug with check nut for over flow pipe and 30 cm long wash out pipe, GI 20mm nominal bore, medium grade and check nut for wash out pipes of size as per actual requirements and as directed by the Engineer-in-Charge shall be deemed to be included in the unit rate of this item.(iv) HDPE storage tanks shall be procured from the manufacturers as per Appendix “D”.)

All as per sl item No.158 above but of 500 ltrs capacity.

S&F Ball valve high pressure of PTMT with epoxy coated almn rod and high density plastic ball screwed for iron pipe and fixed fixed in repair.of 20mm Make : Prayag or equivalent.

S&F 20 mm bore brass valve high pressure with polythene float and fly nuts complete screwed for iron pipe or brass ferrule.

M&L for preparation of newly plastered surfaces by applying a thin layer of Birla white putty up to 3 mm to give uniform surface and applying two coats of oil bound distamper over a coat of primmer as per manufacturer's instruction of desired finish as app by Eng-in-charge .

M&L Complete removal of existing treatment of walls and applying two coats of oil bound distemper over a thin layer of wall care putty up to 3 mm thick complete all as specified and as directed by Engineer-in-Charge.

Preparation of newly plastered surfaces of wall and applying two coats of cement based over a coat of primmer as per manufacturer's instruction complete all as specified and directed by Engineer-in-charge.

Complete removal of existing treatment of walls and applying two coat of cement base paint (Ist quality) in plain pattern on walls and over a coat of primmer as per manufacturer's instruction complete all as specified.

M&L for Preparing new plastered or unplastered surfaces of walls and applying three coats of white wash complete.

M&L for preparing newly plastered surfaces of ceilings and applying two coats of white wash.

Complete removal of existing treatment of walls and applying two coats of distemper oil emulsion, over a coat of chalk whiting complete all as specified and as directed by Engineer-in-Charge.

Preparation of newly plastered surfaces of wall and applying two coats of distemper oil emulsion, white or tinted over a coat of primmer as per manufacturer's instruction complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint all as specified.

M&L for preparation of steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of zinc chrome primmer . all as specified.

Do but one coat on old decorated surfaces.

M&L for one coat of red oxide zinc chrome primmer on new steel surfaces incl prep

M&L for two coats of synthetic enamel paint on new wooden surfaces incl prep over a coat of pink primmer.

Do but one coat on old wooden surfaces

M & L 150mm dia Salt-glazed stoneware drain pipes laid in trenches and jointed as specified.

M&L for conc 1:3:6 type C2 using 40mm graded aggregateas in bed to 150mm drain pies incl packing under and haunching against the sides of pipes after they are laid and tested for.

S&F salt glazed stone ware drain pipe 150mm bore in trenches and jointed as spfd

M&L Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and refofming benching as required.

M&L for brick work with sub class 'B' bricks exc 6m mean radius straight or curved on plan built in cement mortar 1:4.

M&L for brick work with sub class 'B' bricks honey comb brick work for soak well wall in CM 1:3

M&L For PCC type B1(1:2:4) using 20 mm graded cushed stone agg as in coping ,benching and the like incl form work

M&L for extra for forming fair finished drain or channel 30cm inner girth in cement concrete ,using extra cement ,incl forms moulds ,mitered/stopped ends etc

M&L Precasted RCC 1:2:4 type B1 using 20mm graded aggregates for precast cement conc slabs as in drain/ manhole covers set in cement mortar1:4.(Note : Slab covers shall be floated with surface vibrator,and over turfed base ,arrandement for turfed base has to be from contractors side)

Supply only integral water proofing compound

M&L for PCC type C1 1:3:6 using 20mm graded crushed stone aggregate as in surface channel and drain beds including all necessary form work..

M&L for Septic tanksfor 10 users with excavation in ordinary soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCCSlab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludge chambers etc., complete all as per TD drawings and as directed.

Soakage wells of size 1.5 M dia X 4.5M deep. with excavation in ordinary Soil, Foundation in PCC 1:3:6, wells of Honey combed and solid in M-25 Concrete, including intercepting chamber, screen chamber Brick work in CM, RCC cover slab in M-25/ RR masonry / Filling with brick bats,complete all as per TD drawings and as directed.

M&L Septic tanks for 50 users with excavation in ordinary soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCC Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludge chambers etc., complete all as per TD drawings and as directed.

Excavation over area n exc. 1.5 m deep and getting out in soft soil

Excavation over area exc. 1.5 m but n exc 3 m deep and getting out in soft soil

Excavation over area exc. 3 m but n exc 4.5 m deep and getting out in soft soil

Excavation over area exc. 4.5 m but n exc 6 m deep and getting out in soft soil

Excavation over area exc. 6 m but n exc 7.5 m deep and getting out in soft soil

Excavation over area exc. 7.5 m but n exc 9 m deep and getting out in soft soil

Jodhpur stone of roof slab self faced 1.5cm to 10 cm thick 25 to 35 cm wide hoisted and set jointed and grouted in cement and sand mortar 1:6 comp.all as specified.

PCC 1:3:6 type C-2 using 20mm graded stone agg. ,50mm thick as in floors over stone patti roof slab finished the surface even and fair complete all as specified.

M&L for hand packing of walls for creating filter media conforming to brocken brick bats.

ALPHA ENGINEERING COMPANY

Beenu Co. Company

SHREE GURU NANAK CONSTRUCTION COMPANY

N.K. CONSTRUCTION COMPANY

GS BUILDERS AND ENGINEERS

JAMUNA CONSTRUCTION AND GENERAL ORDER SUPPLIER