REPAIR/ MAINTENANCE OF SEWAGE DISPOSAL SYSTEM, MANHOLES,BOUNDARY WALL ,KOTA STONE / PARKING TILES , PLASTERING, BRICK WORK ETC AT DAD COLONY SECTOR 35-B , SEC 39B AND PCDA BUILDING SECTOR 9 UNDER GE CHANDIGARH.

Amount

Cleaning / blockage of 'S' trap/'P' trap/WC's (Orissa Pattern/ European/Indian Type) /WHB / Urinal /floor trap /Gully trap,nahani trap in running/flowing order without disturbance by removal of blockage of any type by deploying sufficient Nos of Safaiwalas and making fully functional at any location and at any floor in the area covered by DAD colony sector-35B ,39B and sector 9 PCDA bldg including all the T&P reuired for the purpose complete all as specified and directed by Engineer-in -Charge.

Sewage suction truck/tank with high pressure water jet cleaner sewage truck mechanical means and capacity of truck 4000 ltr disposal by truck mounted trailors to dispose off sludge Dewatering/Desluding of sewage line desilting and dewatering and removing sludge from manholes/line as in foul conditons and removing of sludge dispose off sludge etc beyond MOD land earmaked by local Muncipal Corporation & UT Chandigarh norms complete all as specified and directed. Note: contractor has to hire the sewage suction truck with high pressure water jet cleaner sewage truck when required for Dewatering /desludging shall be done.

Cleaning of 110mm CI pipes/PVC pipe of any size laid in trenches/wall including bends/junction/gully traps etc and removing of sludge if any to a distance exc 50 m and desposting as directed by at site complete all as specified and directed.

Cleaning of 75mm CI pipes/PVC pipe of any size laid in trenches/ wall including bends/junction/gully traps etc and removing of sludge if any to a distance exc 50 m and desposting as directed by at site complete all as specified and directed.

Dewatering/Desluding of manholes (any size and depth), desilting and removing sludge from manholes as in foul conditons and removing of sludge beyond MoD land and deposited in borrow pits including excavation of borrow pits and covered with 10cm thick layers of soil complete all as specified and directed. Note: Dewatering /desludging shall be done by suction pump / any mechanical means and disposal by truck mounted trailors to dispose off sludge etc beyond MOD land earmaked by local Muncipal Corporation & UT Chandigarh

Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

Dismantling 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 Engineer-in-Charge.

Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc, removing rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete all as specified and directed by Engineer-in-Charge.

Taking down chowkhats with shutters (without taking off shutter from frame) n exc 1.5 Sqm each with mongry including Cutting holes into through brick wall and making good to dismantled portion in CM (1:3) or PCC (1:2:4) complete all as specified and as directed

Taking down steel window/ventilator with shutters (without taking off shutter from frame) not exc 1.5 Sqm each with mongry including Cutting holes into through brick wall and making good to dismantled portion in CM (1:3) or PCC (1:2:4) B1complete all as specified and as directed.

Taking down steel or window/ventilator with shutters (without taking off shutter from frame) exc 1.5 Sqm but not exc 4 sqm each with mongry including Cutting holes into through brick wall and making good to dismantled portion in CM (1:3) or PCC (1:2:4) B1 complete all as specified and as directed.

Dismantling of cast iron pipe/ PVC drain pipes/PVC (SWR) pipe etc, 110mm jointed in cement mortar and taking out of trenches and wall, if required complete all as specified and directed.

Dismantling of cast iron pipe/ PVC drain pipes/PVC (SWR) pipe etc, 75mm jointed in cement mortar and taking out of trenches and wall, if required complete all as specified and directed.

Taking up or down steel tubing and connections of 15mm bore in pipe, including cleaning for re-fixing or removal from site to store complete all as specified and directed by Engineer-in-Charge.

Taking up or down steel tubing and connections of 20mm bore in pipe, including cleaning for re-fixing or removal from site to store complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drain pipes,150 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) set in cement mortar including haunching and bed concrete.

Demolition and breaking up drain pipes, 200 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) set in cement mortar including haunching and bed concrete.

Excavating in trenches in soft/loose soil, n.exc. 1.5m wide and n.exc 1.5 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.

All as per item No 21 above but exc. 1.5 m but n.exc. 3.00 m in depth

Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm complete all as specified and directed by Engineer-in-Charge.

Removing excavated material (soil) n.exc. 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of size 150 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested.

M&L for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of size 200 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested.

M&L for providing reinforced concrete pipes , claps NP2 laid and jointed complete with collars 150mm dia (internal) laid in trenches & jointed etc all as specified and by Engr-in-Charge

M&L for providing reinforced concrete pipes , claps NP2 laid and jointed complete with collars 200 mm dia (internal) laid in trenches & jointed etc all as specified

S&F Factory made Precast RCC manhole covers with and incl frame designation LD 2.5, clear opening of frame 750x750mm ISI marked(IS 12592:2002) complete all as specified and directed by Engineer-in-Charge.

S&F in repairs salt glazed stoneware gully traps, 180x150mm square or round mouthed, type P complete all as specified and directed by Engineer-in-Charge.

S&F in repair PVC floor trap incl stainless steel gratings, 100 mm dia of outlet, including jointing to waste pipe fixed in cement concrete type B1(1:2:4) complete all as specified and directed by Engineer-in-Charge.

Providing, cement concrete PCC 1:2:4 type B-0 (using 12.5mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs stone, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base to paver blocks etc complete all as specified and directed by Engineer-in-Charge.

M&L for Cement concrete type C2, 1:3:6 (using 20 mm graded stone aggregate) in sub base of flooring/ hard standing/ pavings /plinth protections, finished even and smooth without using extra cement, Complete all as specified and directed by Engineer-in-Charge.

M&L Non - skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile of size 300 mm x 300 mm mm thick, in floors etc. set and jointed setting & jointed with 4 mm spacer and grouting the joint with epoxy grout mix of organic coated filler of desired shade , hardener,resin in the ratio of 8:1:2 over & including 15mm thick bedding of cement sand mortar (1:6) and pointed with appoxy coloured cement to match with surface of tiles complete all as specified and as directed.

M&L for Glazed ceramic coloured /printed tiles of size 600mmx 300mmx7mm thick as in skirting/dado setting & jointed with 4 mm spacer and grouting the joint with epoxy grout mix of organic coated filler of desired shade , hardener,resin in the ratio of 8:1:2 over & including 10mm thick rendering of cement sand mortar (1:4) and pointed with appoxy coloured cement to match with surface of tiles complete all as specified and as directed.

M&L Non - skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile of size 300 mm x 300 mm mm thick, in floors etc. set and jointed in neat cement slurry over & including 15mm thick bedding of cement sand mortar (1:6) and pointed with coloured cement to match with surface of tiles complete all as specified and as directed.

M&L for Glazed ceramic coloured /printed tiles of size 450mmx 300mmx7mm thick as in skirting/dado setting & jointed with neat cement slurry over & including 10mm thick rendering of cement sand mortar (1:4) and pointed with coloured cement to match with surface of tiles complete all as specified and as directed.

M&L for coloured ceramic tiles 8 mm to 9 mm thick (square ,rectangular) area of each tile exceeding 0.18sqm but not exc 0.36 Sqm laid as in floors, set and jointed with cement slurry including 15mm thick bedding of cement sand mortar (1:6) and pointed with appoxy coloured cement to match with surface of tiles complete all as specified and as directed.

M&L out door/parking tiles heavy duty for light traffic Non skid,anti scratch,heavy grip ,vitreous/semi vitreous coloured ,unique designs tiles 8 to 10 mm thick area of each tile of size 300 mm x 300 mm, in floors parking/outdoortiles etc. set and jointed setting & jointed with 4 mm spacer and grouting the joint with epoxy grout mix of organic coated filler of desired shade , hardener,resin in the ratio of 8:1:2 over & including 15mm thick bedding of cement sand mortar (1:6) and pointed with appoxy coloured cement to match with surface of tiles complete all as specified and as directed.

M&L for Mirror polished machine cut kota stone slab 560 mm x 560 mm x 16 to 20 mm thick in flooring over and including 20mm thick cement screed in CM 1:6, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified.

M&L for 16-18 mm thick Machine cut kota stone slab as in riser of steps, skirting, dado and pillar laid over 10mm thick rendering in CM 1:4. cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade including rubbing and polishing including complete all as specified.

M&L for filling the joints of floor trap / S trap etc with white cement complete all as spd and directed.

M&L for filling the joints of floor of toilet, bathroom , kitchen etc with white cement complete all as spd and directed.

Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 but except bricks complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces in two layers, trowelled to even and smooth without using extra cement, (up to 4th storey of building) complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces in two layers mixed with water proofing compound on top layer, trowelled to even and smooth with using extra cement, (up to 4th storey of building) complete all as specified and directed by Engineer-in-Charge.

Material and Labour for preparation of new plastered /concrete /unplastered surfaces and applying two coats of weather guard exterior acrylic emulsion paint (Ist quality) (Apex) any tint, over and including a coat of primer on walls complete all as specified and directed.

S&F for factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as specified and as directed.

Solid PVC door frames of size 50mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube, and edges will be painted to match with printed sheet, supply & fixing in opening as per specification & drawing complete all as specified and directed by Engineer-in-Charge.

S&F aluminium powder coated (min thickness of powder coating 50 micron) frame for door , windows, ventilators and weight of aluminium section not les than 0.55 kg/Rm with one or more rebates including joining cleat/aluminium beading for fixing etc complete all as specified.

S&F aluminium powder coated (min thickness of powder coating 50 micron) anodised aluminium window and ventilator shutters, side hung type without sash bars,including (double shutter) glazing bars and without glazing bars weight of aluminium section not les than 0.55 kg/Rm including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). suitable handle D type (1 no.), tower bolt 2 Nos complete all as specified.

Aluminium anodised,barrel tower bolts of extruded section with length of bolt 150 mm and dia of bolt not less than 10 mm, ISI marked complete all as specified and directed by Engineer-in-Charge.

S&F butt hinges 75mm size medium weight cold rolled mild steel of any frame as wooden/metal through nut&bolt/welding complete all as specified and directed.

S&F 100mm long extruded aluminium alloy D type handle type fabricated type anodized complete all as specified and as directed.

S&F in repair Continuous (piano hinges) 30mm width of flap in repairs Paino hinges, mild steel bright finish (width of flap 30mm) complete all as specified and directed by Engineer-in-Charge.

S&F in repair 100 mm Brass handles, cast type, polished bright finish handle for cabinet shutter complete all as specified and directed.

S&F Stainless steel auto close (dadu) hinges suitable for PVC moulded shutter fixed in position with stainless steel screws, complete all as specified and directed.

S&F in repair 50 mm long magnatic catcher of brassalloy body superior quality and fixed with screw complete all as specified.

Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-Charge.

Sheet glass 5mm thick tinted/plain/Figured glass type, ordinary quality and glazing with silicon sealant & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane (up to 4th storey of building) complete all as specified and directed by Engineer-in-Charge.

Material & labour for 25mm dia stainless steel pipe curtain rod, powder coated fixed with & including stainless steel hooks/ brackets and decorative finials (at both side), curtain rings (minimum 5 Nos rings per running mtr of curtain rod) shade as approved by GE complete all as specified includng fixing of long size rawl plugs in wall for MS hook including taking out the existing old pelmet box along with old curtain rods complete all as specified and directed.

S&F Stainless steel work such as Frames , grills, gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred doors;ladders; framed balusters; walk ways; railings work conforming to grade 304 complete all as specified and directed.

S&F in repairs for 18 to 20 mm thick block board core and plywood face panels, commercialm type with 0.80 mm mica on both sides any colours and fixed with screws in cup board shutters/ shelves and kitchen cabinets including 0.80 mm thick PVC edge binding tape arouond beading each shutter incl taking down cup board shutter,cabinate with frame and shelves complete all as specified and directed.

S&F in repair for Vitreous China wash down water closet pan ( pedestal pattern) white ( excluding flushing cistern and flush pipe) including plastic water closet seat cover white with stainless steel L-type jet spray with 1 m hose pipe, closed pattern with flat botton and cover and mild steel chromium plated or aluminized hinging device incl P or S trap with connection complete all as specified and directed.

S&F in repair vitreous china squatting pan “Orrisa Pattern” white of size 580x440mm with PVC `P’ or `S’ trap, integral foot rest including connection to trap and flushing pipe, flushing cistern etc complete and bedding in PCC 1:7:12 type F-2 complete all as specified and directed. Note:- Flush pipe and flushing cistern to be measured and paid separately.

S&F in repair 10 ltr capacity PVC valveless, syphonic action flush type flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, 32 mm dia flush pipe complete all as specified and directed by Engineer-in-Charge.

S&F for vitreous china white wash basin with pedestal type flat back of size 550mmx400mm coloured including MS brackets, cutting for and pinning in ends of brackets, including PVC waste pipe as in repairs complete all as specified and as directed.

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

Supplying and fixing in repairs 15 mm fancy type chromium plated fancy type bib tap brass long body with flange screwed down high pressure CP cast copper alloy with crutch or butterfly handles screwed down suitable for 15mm bore pipe or union complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs stop/angle valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, all as specified, of 15mm bore, fancy type, chromium plated complete all as specified and directed by Engineer-in-Charge.

S&F 15mm bore steel water tubing medium grade, galvanized with all fittings and fixture fixed & concealed in wall/ceiling or laid in floors complete all as specified and as directed.

S&F for tubes 20 mm, `medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors including in short lengths standard clamps and screws fixed on rawal plugs Complete.

S&F for 110mm dia PVC (SWR) pipes single socketed pressure rating not less than 4 Kg/SQ Cm, ISI Marked with rubber ring joints, laid in trenches /fixed to wall/floor complete all as specified and directed.

S&F 75 mm PVC (SWR) pipes single socketed,pressure rating not less than 4 Kg/SQ Cm, ISI Marked in any length with rubber ring joints, laid in trenches /fixed to wall/floor complete all as specified and directed.

PVC(SWR) bends (any radius), for 110mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.

PVC(SWR) bends (any radius), for 75 mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.

Note: For the purpose of arriving at lumpsum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 24,000.00 shall be deducted from the total amount arrived.

Total of Schedule 'A' Rs.

M/s REEDIT CONSTRUCTION (BID ID -3457936)

M/s Super Trading Corporation (BID ID -3457465)

M/S SHANTI SARUP DINESH CHAND (BID ID -3457761)

Shivalik Enterprises (BID ID -3457338)

GS Engineers (BID ID -3457703)

LONGIA ENGINEERS (BID ID -3457562)

BANSAL ENGINEERING (BID ID -3457625)

JOGINDER NATH GUPTA AND SONS (BID ID -3457814)