Provn of Special repair, LBW, Revenue and minor works at Mil Station KPT under GE Kapurthala

Amount

Surface dressing not exceeding 15cm deep including cleaning away all grass vegetation, sapling, shrubs, brushwood, undergrowth, roots and removing rubbish upto a distance of 50 Metres outside the periphery of the area complete all as specified and directed by Engineer - in - Charge.

M&L for surface excavation n. exc 30cm deep and averaging 15cm deep and getting out complete all as specified and directed by Engineer-in-charge.

Excavating over areas, not exceeding 1.5m in depth for foundations and getting out in soft / loose soil complete all as specified and directed by Engineer - in - Charge.

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations etc or man holes, cesspits etc. not exc 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed by Engineer - in - Charge.

Rolling and consolidating road formation surfaces with 8 to 10 tonne power road roller, including watering as necessary filling in hollows and depressions to required true gradient and camber complete all as specified and directed by Engineer-in-charge.

M & L for 150mm thick (compacted) WBM with coarse aggregate grading (63mm to 40mm size) using broken stone of trap/bassalt spread, rolled & consolidated with 8 to 10 tonne power road roller to require camber and gradient complete all as specified and directed by Engineer-in-charge.

M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engineer - in - Charge

M&L for Cement concrete 1:5:10 type E-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engineer - in - Charge

M&L for PCC 1:2:4 type B-2 (using 40 mm graded stone agg) as in foundation and mass filling complete all as specified & directed by Engineer-in-charge.

Material & Labour for Cement concrete 1:3:6(Nominal Mix) using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as specified and directed by Engineer-in-charge.

M&L PCC 1:2:4 type B-2 using 20mm aggregate as in coping etc including necessary form work complet all as specified and directed by Engineer-in-charge..

M&L for Cement concere(1:2:4) type B-1 (using 12.5mm graded crushed stone agg)as in coping,benching including weathering slightly rounded or chamfered angles as directed including necessary formwork and finishing the exposed surface , complete all as specified and directed by Engineer-in-charge.

M & L for Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centi- metre in field using 400 kg of cement per cubic metre, thickness of concrete 15 cm laid in two layers of 75mm each complete all as specified and directed by Engineer-in-charge.

Forming 12mm thick Expansion joints for 150mm thick filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’thickness of slab complete all as specified and directed by Engineer-in-charge.

M & L Providing, cement concrete 1:2:4 type B-1 in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engineer-in-charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engineer - in - Charge.

Removal of excavated material to a distance not exceeding1.5m and depositing where directed at a level not exceeding 5 Km above the starting point complete all as specified and directed by Engineer - in - Charge.

Removing excavated material n exc 50 m and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-charge.

M&L RCC (design mix) M-25 (20mm graded agg) as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer - in - Charge.

M & L RCC (design mix) M-25 ( 20mm graded agg) as in foundation, including rafts,plinth beams, footings for columns etc. complete all as specified and directed by Engineer - in - Charge.

M&L for Reinforced cement concrete (design Mix) M-25 (20mm graded aggregate) as in Lintels & roof beam etc. complete all as specified and directed by Engineer - in - Charge.

M&L for Reinforced cement concrete (design Mix) M-25 (20mm graded aggregate) as in slabs complete all as specified and directed by Engineer - in - Charge.

Formwork to sides of concrete foundations, footings, bases of columns, plinth beam and similar work complete all as directed by Engineer-in-charge.

Formwork to sides of pillars, posts,columns etc in square, rectangular and similar work complete all as directed by Engineer-in-charge.

Formwork to sides or soffits of floor or roof beams and similar work complete all as directed by Engineer-in-charge.

Form work to soffits of suspended slabs flat surface of concrete finished rough surfaces of concrete not exceeding 200mm thick, complete all as specified and directed by Engineer-in-charge.

M&L for TMT bars 10mm dia and over, cut to length, bent to shape required,including binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.

M&L for TMT bars 6mm to 8mm dia and over, cut to length, bent to shape required,including binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.

M&L for TMT bars 5mm and over upto and including 10mm dia in stirrups, spacers and binders bent to shape required,including binding with mild steel wire (annealed) not less than 0.9mm dia completed all as specified and as directed by the Engineer-in-Charge.

S&F mild steel work as in posts, struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc, and necessary provision of V- notch including welding and cutting at bottom etc. and similar work confirming to Fe 410-0 or Fe 310-0 complete all as specified and directed by the Engineer-in-Charge.

S&F galvanised 2 strands steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at cross with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed by the Engineer-in-Charge.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floor and roofs and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc. 5cm but n. exc. 10cm wide complete all as specified and directed by the Engineer-in-Charge.

S&F PVC(SWR) pipe 110mm bore single socketed as in weep holes, complete all as specified and directed by the Engineer-in-Charge

S&F GI tubing 20mm dia medium grade galvanized with all fittings & fixed complete to walls & ceiling or laid in floor,complete all as specified and directed by Engineer-in-charge.

M&L for Hardcore of gauge n exc. 63 mm of broken stone, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true complete surface all as specified and directed by Engineer - in - Charge.

Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth, in layers not exceeding 25cm, watering, and removing surplus spoil to a distance not exceeding 50m and making good surface complete all as specified and directed by Engineer - in - Charge.

M&L for PCC 1:3:6 type C-2 using 40mm graded stone agg. as in filing, mass concrete complete all as specified and directed by Engineer - in - Charge.

Scarifying or picking gravelled, macadam or bituminous macadam sufaces in area exc 400 sqm and not exc 50mm deep complete all as specified and directed by the Engineer-in-Charge

M&L for soiling of broker boulders or quarried stone,interstices filed surface formed & rolled & consolidated to reqd gradient and camber using 150mm spread thickness complete all as specified and directed by the Engineer-in-Charge

M&L for providing 150mm thick in two layers each layer of 75mm thick (compacted) WBM with coarse aggregate grading (63mm to 40mm size) using quartzite/ flint stone etcof grading 2 blinded with stone screening type ‘A’ spread, rolled & consolidated with 8 to 10 tonne power road roller to require camber and gradient complete all as specified and directed by Engineer-in-charge.

M & L for Preparation of WBM surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen at the rate of 10 Kg per 10Sqm of road surface ,laying, rolling, consolidating bituminous premixed semi dense asphaltic concrete with 5.5% binder content (VG-10) 40mm (consolidated thickness) using mechanincal paver and rolled to a uniform smooth surface with 8 to 12 Tonne power road roller to required gradient complete all as specified and directed by Engineer-in-charge.

M&L for hot thermo plastic imported road marking material strips conforming to Britsh specification 3762 with 20% glass beads having reflective index of 1.5mm 75% spterical with indigenous or for foundation plan having sufficient strength to withstand heavy load without deformation and having softening point 25 to 30 of area in width of n. exc 15 cm strip in white colour according to IRC35-1970 complete all as specified and directed by Engineer-in-charge. Note:- Thermo plastic road marking paint shall be of Make:ASIAN/STP Ltd

Demolition of brick work built in cement mortar or cement lime mortar all as specified and directed by Engineer-in-charge.

M&L for brick work with sub class 'B' bricks using old size bricks straight or curved on plan exc 6m mean radious built in Cement mortar 1:4 complete all as specified and directed by Engineer-in-charge

M&L for Brick work with sub class 'B' Bricks, straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer - in - Charge .

M&L for Brickwork with subclass ‘A’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:3 Complete all as directed by Engineer-in-charge.

M & L for 75mm thick PCC(1:3:6) type C-1 (using 20mm graded stone aggregate) as in plinth protection and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M & L for 50mm thick cement concrete type C – 2 (1:3:6) using 40mm graded stone aggregate as in plinth protection etc complete all as specified and directed by Engineer - in - Charge.

Material & labour for machine cut kota stone slab flooring 20-30 mm thick as in flooring laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and granite polishing over & including screed bed in cement mortar 1:6 ,15mm thick complete all as specified and directed by Engineer-in-Charge.

Material & labour for machine cut kota stone 20-30 mm thick as in skirting/dado laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and granite polishing over & including screed bed in cement mortar 1:6, 15mm thick complete all as specified and directed by Engineer-in-charge.

M&L for Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, 20mm thick; joints grouted in cement mortar 1:2 with an admixture of metallic floor hardner, 5% by weight of cement and struck flush complete all as specified and directed by Engineer - in - Charge

M&L for Edge stones to flooring with stone setts of size 250 to 300mm long x150 to 200mm wide, and 450mm deep and sides dressed; bedded in cement mortar 1:3, 20mm thick; joints grouted in cement mortar 1:2 and struck flush complete all as specified and directed by Engineer - in - Charge

S & F steel window 1.25mm thick Box type ( primer coated) ERW hollow P section of size 60mm x 25mm single rebated comprises glazed Skelton shutter ERW Sec 50mm x 20mm and 1mm thick with one or two openable leaf consisting two Nos sash bar of T- Section 20mm x 3mm complete welded to frame with one vertical mullion of ERW box type T- Section of size 60mm x 25mm and 1.25mm thick including cutting holes and making good dismantled portion in PCC ( 1:3:6) type C-1 Four Nos for each window) including following fitting welded to frame shutter: (a) Mild Steel Hold Fast,150mm long of 12mm Square bar made to shape – 04 Nos per window (b) Handles of Z Sec 20mm x 100mm long (c) stopper – 01 No per leaf (d) Cleat 55mm long of hollow square 15mm x 20mmx63mm welded to hinges – 01 No per leaf (e) Mild steel Pintal hinges of size 75mmx75mmx12mm-02 Nos per leaf (f) Grills made out of MS square bar 12mm dia welded to FI frame complete all as specified and shown on drawings. Note: Glass and painting shall be measured and paid separately under appropriate item (ii) Irrespective of whatever shown on drgs, MS gills shall be of 12mm dia MS square bar complete all as specified and directed by Engineer - in - Charge.

S&F steel window 1.25mm thick Box type ( primer coated) ERW hollow P section of size 60mm x 25mm single rebated comprises gauged Skelton shutter ERW Sec 50mm x 20mm and 1mm thick with one or two openable leaf consisting two Nos sash bar of T- Section 20mm x 3mm complete welded to frame with one vertical mullion of ERW box type T- Section of size 60mm x 25mm and 1.25mm thick including cutting holes and making good dismantled portion in PCC ( 1:3:6) type C-1 Four Nos for each window) including following fitting welded to frame shutter: (a) Mild Steel Hold Fast,150mm long of 12mm Square bar made to shape – 04 Nos per window (b) Handles of Z Sec 20mm x 100mm long (c) stopper – 01 No per leaf (d) Cleat 55mm long of hollow square 15mm x 20mmx63mm welded to hinges – 01 No per leaf (e) Mild steel Pintal hinges of size 75mmx75mmx12mm-02 Nos per leaf (f) Grills made out of MS square bar 12mm dia welded to FI frame complete all as specified and shown on drawings. Note: Wire mesh and painting shall be measured and paid separately under appropriate item etc complete all as specified and directed by Engineer-in-charge.

S&F pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete, as specified, size of frame 105 x 60mm including PCC (1:3:6) filling in frame complete all as specified and directed by Engineer - in - Charge.

S&F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, fixing in opening as per specification & drawing complete all as specified and directed by the Engineer-in-Charge

S & F factory made solid panel PVC door/ cup board shutter 25mm thick (style) consisting of frame made out of MS tubes for top and bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width & stick inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail, Paneling 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 jointed together with solvent cement, supplying & fixing in the frame at site as per specification & drawing as mentioned on Page 146 of SSR-2004 Part-II complete all as specified and directed by Engineer-in-charge.

S & F Aluminium anodised barrel tower bolt of extruded section 150mm long all as specified and directed by Engineer - in - Charge .

S & F aluminium handle cast type anodised, 125mm long all as specified and directed by Engineer - in - Charge .

M & L for Machine pressed precast concrete interlocking paver block any shape size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade complete all as specified by Engineer-in-charge.

S&L for Sand filling under interlocking paver blocks 25mm thick cushion including watering & consolidation complete all as specified and directed by Engineer-in-charge.

M&L for continuous brick edging with old size bricks of sub class B with width equal to the depth of the brick laid dry on edge complete all as specified and directed by Engineer-in-charge.

S &F Plain, framed, panelled shutters 35 mm thick (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats complete all as specified and directed by Engineer - in - Charge.

M & L for rendering 15mm thick plaster on fair faces or other than fair faces of brick work in Cement mortar 1:4 finished even & smooth without using extra cement including cutting grooves of size 6mm wide and 10mm deep complete all as specified and directed by Engineer - in - Charge .

M&L for rendering ditto all as per srl no 63 here -in-before but on other than fair face of brick work, grooves not to be provided complete all as specified and directed by the Engineer-in-Charge

M&L for 15mm thick Rendering in Cement mortar 1:4 on brick work or concrete surfaces finished even and smooth etc complete all as specified and directed by Engineer-in-charge.

M&L for 15mm thick rendering in Cement mortar 1:6 on brick work or concrete surfaces finished even and smooth w/o using extra cement etc complete all as specified and directed by Engineer-in-charge.

M&L for 5mm thick rendering in Cement mortar 1:6 on brick work or concrete surfaces finished even and smooth w/o using extra cement in Ceiling etc complete all as specified and directed by Engineer-in-charge.

M&L for Preparing newly plastered wall surfaces & applying two coat of white wash, complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new plastered surfaces of ceiling and applying one coat of Birla white putty to obtain the true line to achieve smooth surface and applying two coats white wash on ceiling complete all as specified and directed by Engineer-in-Charge

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

M&L for preparation of new plastered surfaces of walls and applying one coat of Birla white putty to obtain the true line to achieve smooth surface and applying two coats of oil bound distermper complete all as specified and directed by Engineer-in-Charge

M&L for steel work in tublar trusses rafters and posts etc including special shaped water etc, complete using ERW or induction butt welded tubes conforming to IS-1161-1979 ( grade St-240) complete including placed in position & fixing complete all as specified and directed by Engineer-in-Charge.

M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.Fe-410(Gde-E250) including placed in position & fixing complete all as specified and directed by Engineer-in-charge.

S & F for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410-W (Gde-E-250) quality B complete all as specified and directed by Engineer - in - Charge.

M&L for joist, channel, angle or tee sections of Fe-410-W(Gde-E-250) quality-B, fixed independently, without connecting plates etc including cutting & welding complete all as specified and directed by Engineer-in-charge.

M&L for 1.60mm mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, hole punched; including round headed screws, clout nails or rivets and fixed to wooden or steel frame with plain 40mm lap joints with rivited or welded seams, including bending or turning up mitred angles etc as required complete all as specified and directed by Engineer-in-charge.

Material & labour for applying two coats of synthetic enamel paint over a coat of pink primer to wooden surfaces of any description over 10cm width or girth including preparation of surface complete all as specified and directed by Engineer-in-charge.

Material & labour for applying two coats of synthetic enamel paint over a coat of red oxide primer to new steel surfaces of any description over 10cm width or girth including preparation of surfaces of any description complete all as specified and directed by Engineer-in-charge.

S & F 3mm thick sheet glass ordinary quality and glazing with oil putty in square not exceeding 0.50 sqm in each pane complete all as specified and directed by Engineer - in - Charge .

M&L for PCC (1:4:8) type D2 using 40mm graded aggregate 75mm thick as in sub base complete all as specified and directed by Engineer - in - Charge..

M&L for PCC (1:4:8) type D2 using 40mm graded aggregate 100mm thick as in sub base complete all as specified and directed by Engineer-in-charge.

S & F steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and directed by Engineer - in - Charge .

S&F 4.00mm thick figured glass, pinhead type in squares n exc 0.5 sqm each pane and glazing with oil putty complete all as specified and directed by Engineer-in-charge.

S & F pre painted galvalume 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 tapping screws complete all as specified and directed by Engineer-incharge.

S&F 75 mm size MS butt hinges medium weight cold rolled fixed/ welded to frame complete all as directed by Engineer-in-charge.

S&F bib taps 15mm bore dia, cast copper alloy chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe complete all as specified and directed by Engineer – in – Charge .

S&F rotational moulded polythelene water storage tanks cylindircal water tank for hoisted and fixed in postion of 1000 ltrs capcity including fittings complete all as specified and directed by Engineer-in-Charge

S&F gunmetal globe and gate valve with iron welded hand secrewed both and for iron pipe 20mm bore size fixed in repairs complete all as specified and directed by Engineer-in-charge.

S& F in repairs Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 20mm-210 gms./25mm-455gms/ 40mm - 690 gms) complete all as specified and directed by the Engineer-in-Charge

Dismantling of floor hearth or wall tiling including cement mortar bedding ( but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by the Engineer-in-Charge

M/L for non skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06sqm but n.exc 0.11 Sqm in floor set and jointed in neat cement slurry and pointed in white or colour cement to match the tiles, over and including 15 mm thick cement screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.

M & L for non skid ceramic coloured tiles with matt finish, 6 to 8 mm thicksquare or rectangular area of each tile exceeding .11 sqm but not exceeding .18 sqm and shall be jointed in neat cement slurry and pointed in paste pigmented to tile shade as in floors over & including 15mm thick screed bed in cm 1:6 complete all as specified and directed by Engineer - in - Charge.

M & L for glazed ceramic coloured tiles 7mm thick 300 x 200mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade over & including 10mm thick backing coat in cement mortar 1:4 complete all as specified and directed by Engineer - in - Charge.

Taking down GI tubing & connection 15mm dia laid in floor / trenches or fixed to walls complete all as directed by Engineer-in-Charge.

S&F GI tubing 15mm dia medium grade galvanized with all fittings & fixed complete to walls & ceiling or laid in floor complete all as specified and directed by the Engineer-in-Charge.

S&F in repairs vitreous china European type wash down water closet pan (Pedestal pattern) of white colour including plastic water closet seat black closed pattern with flat bottom (with MS or CP hinging device) and fixing bolts, P or S trap, necessary inlet and outlet connections including syphonic action type low level PVC flushing cistern of 10 lit capacity make white in colour and PVC flush pipe 32mm dia complete all as specified and directed by the Engineer-in-Charge

Supply and fix in repairs of vitreous china urinals bowl type of size 465 x 355 x 265mm (flat back or corner wall type) complete including providing & fixing plugs, bedding urinal against wall in CM (1:2) securing urinal to plugs with & including 60cm long brass screws, jointing around urinal back in cement paste including flush pipe, grating and union for discharge pipe complete all as specified and directed by the Engineer-in-Charge

Supply and fix for vitreous china ware wash basin white, flat back size 550 X 400mm including 15mm dia pillar tap chromium plated, CP waste coupling, waste fittings, union and waste pipe 32mm dia or required length and all necessary inlet, out let connections complete all as specified and directed by the Engineer-in-Charge

S & F in repairs push tap 15mm dia any colour high pressure of PTMT screwed for iron pipe and fixed for urinals ( minimum weight 15mm-47gms ) complete all as specified and directed by the Engineer-in-Charge

S & F Urinal spreader of PTMT any colour for fixing with 15mm dia pipe incl PVC connection length of 450mm complete all as specified and directed by the Engineer-in-Charge

S&F in repairs 15mm dia stop valve, CP cast copper alloy with crutch or butterfly handle. Screwed down high pressure, screwed both ends for iron pipe and fixed complete all as specified and directed by the Engineer-in-Charge

Demolition of cement concrete(unreinforced) in ground floor n.exc 15 cm thick below or above ground level complete all as specified and directed by the Engineer-in-Charge

Applying evenly a tack coat of industrial bitumen 85.25 @ 1.20 Kg/sqm including cleaning surfaces complete all as speciified and as directed by Engineer-in-Charge.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benches for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150mm internal dia for pipe is 150 mm completeall as specified and directed by Engineer - in - Charge.

S&F in repairs shower rose of chromium plated any colour or fixing with 15mm pipe (minimum weight 40gm) complete all as specified and directed by the Engineer-in-Charge

M&L for 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-charge.

S&F 110mm PVC (SWR), Junction single, (Single T) equal or unequal), fixed with solvent cement, with oval access door, complete all as specified and directed by Engineer-in-charge.

S&F 110 mm PVC (SWR) pipes in repair single socketed in any length with rubber ring joints fixed to walls complete all as directed by Engineer-in-Charge.

S&F 75mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-charge.

S&F 75mm PVC(SWR) vent cowl complete all as specified and directed by Engineer-in-charge.

S&F 110 mm PVC (SWR) bend complete all as directed by Engineer-in-Charge.

Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and directed by Engineer-in-charge.

COSMO BUILDERS

G M BUILDERS 36