REPAIR/CLEANING OF SEWAGE LINES AND DE-SLUDGING OF SEPTIC TANK, MANHOLES, DRAIN, FENCING, ROLLING SHUTTERS, IRON GATE AND HARDSTANDING OF MES INSTALLATION AND CERTAIN PLACES AT DOMESTIC AREA UNDER GE AIR FORES PATHANKOT

Amount

Material and labour for cleaning and attending/rectify day to day complaint to clear the blockage of WC, WHB, bathroom grating, WHB, Sink, soil waste pipe, floor trap Nahani trap, kitchen trap, gully trap and removing the sludges, mud silt liquid sewage water, sand from out of premises complete all as specified and as directed through complaint slip. Note: (a) Complaint register/slip shall be produced at the time of claiming the payment. (b) Minimum one person shall be present on all working days 0900 hrs to 1700 hrs to attend the above complaints/maintenance and reporting the progress to AGE B/R-I sub Divn. (c) Contrctor shall arrange suitable T&P (such as KHAPACHI, Bamboo, cleaning rod and suitable materials/tools, GI wire, PHAWADA, bucket, spike etc including necessary form work/scaffolding and safety measures. (d) For non-attending of sewage complaints within 48hrs recovery of Rs 200/- per complaints per day shall be deducted from his dues onthis account and the report on non compliance of such complaints enclosed with each RAR/Final bill.

Cleaning of sewage pipe line upto 300mm bore by means of sewage cleaning jet machine/ compressores/ Drain jetters pump and clean out the sludge/ liqiud mud or any other obstruction material upto 15mtr depth including necessary rodding, working in foul position and depositing of sludge/ silt/ liquid mud beyond premises of MoD land etc complete all as specified and directed by Engineer-in-charge. Note:- It is duty of contrctor to inform concerned JE whenever they bring Jet/ compressive machine and all other arrangement of electricity, water etc included in quoted cost by the contractor.

Cleaning of sewage lines of any dia and in any position by means of rodding/ bamboos etc including manholes of any description by taking out night soil excreta and solid sludge and buried under 30cm deep soil by digging suitable size of pits 100mtr away from site, complete all as specified and directed by Engineer-in-charge. Note:- 1. Excavation of pit and removal of surplus soil is deemed to be included in unit rate. 2. Contractor shall arrange water for jettin, refilling to tank including labours required to be engaged in the work and rubbish off the sludge beyond MoD land. 3. Bleaching powder to be spread over and all around of buried night soil/ sludge. . complete all as specified and directed by Engineer-in-charge.

Cleaning of septic tanks/ Drop Manholes of any capacity by removing sludge and sludge water by pumping or manually by any means and the sludge/sludge water is to be disposed periphery of defence land including taking off and refixing man holes covers. NOTE:-Any kind of sewage cleaning device such as sewage cleaning Mechanical Pump / Vehical including in the rate quoted by the contractor. It is duty of contractor to inform concerned JE whenever they bring pumping/ suction machine

Sucking out sewage water through sewage tanker from the manholes/ septic tank/ soakage well in different location and disposal (5000Ltr capacity) by using high pressure super sucker machine vehicle mounted jetting cum suction unit to be capable of air lefting of dense waste/ sludge like mud slurry, small stones, debris, grit etc from sewer lines through vaccum mode and capable of jetting sewer lines of dia 150mm to 450mm including skilled driver and operator for supervising of cleaning of sewage line and also required sludge/ silt/ mud/ debris etc of out of MoD land complete all as specified and directed by Engineer-in-charge. Note:- Pumping and Loring rate are include in this item and same shall not be operatd along with items 2 to 6 here in before and after. It is duty of contractor to inform concerned JE whenever they bring pumping/ suction machine.

Cleaning of soil/ waste pipe of any dia by rodding, pumping without disturbing joints and clamps from 1st floor to ground floor and refixing the floor trap grating complete all as specified and directed by Engineer-in-charge.

Taking down and refixing of wash basin, urinal, sink with drainage board and without drainage board etc including white cement and gas kit complete all as specified and directed by Engineer-in-charge.

Supply and fixing for 70mm thick factory made precast RCC manhole covers including precast frame of any size & shape(Squre/rectangular/circuler), light duty,conforming to IS - 12592, fixed at site etc complete all as specified and directed by Engineer-in-charge. Note:- Contractor to deposit the full quantity to the MES store yard within 1 month of issuing of work order. The same will be placed at designated site by contractor labour. Rates for shifting of manhole covers from MES store yard to site deems to be included in the quoted rates and no separate payment will be considered on this account.

Supply and fixing for 50mm thick factory made precast RCC manhole covers including precast frame of any size & shape(Squre/rectangular/circuler), light duty,conforming to IS - 12592, fixed at site etc complete all as specified and directed by Engineer-in-charge. Note:- Contractor to deposit the full quantity to the MES store yard within 1 month of issuing of work order. The same will be placed at designated site by contractor labour. Rates for shifting of manhole covers from MES store yard to site deems to be included in the quoted rates and no separate payment will be considered on this account.

Demolition by breaking up drain pipes (salt glazed stoneware or AC/RCC/DWC) any dia jointed in cement mortar and taking out of trenches and removing the debris including concrete bed and haunching from the trenches, complete all as specified and directed by Engineer-in-Charge

Concrete bed to drain pipes of bore 300mm dia including packing under hunching against the sides of pipe after they are laid tested in cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates complete all as specified and directed by Engineer-in-Charge

Concrete bed to drain pipes of bore 150mm dia including packing under hunching against the sides of pipe after they are laid tested in cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates complete all as specified and directed by Engineer-in-Charge

Reinforced concrete pipes,of bore of pipe in 300 mm class NP2, laid & jointed complete with collars laid in trenches in concrete padding jointed in cement mortar 1:1 complete all as specified and directed by Engineer-in-Charge. Note:- Rate included for pipes, bends any size and any types, Y junction copler/adaptor etc required and net total length of pipe with fitting shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) Removal of broken pipes, concrete bed and any other material upto 50m (b) Making surface under sewage pipe to required gradient for smooth flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing.

Reinforced concrete pipes,of bore of pipe in 150 mm class NP2, laid & jointed complete with collars laid in trenches in concrete padding jointed in cement mortar 1:1 complete all as specified and directed by Engineer-in-Charge. Note:-Rated included for pipes, bends any size and any types, Y junction copler/adaptor etc required and net total length of pipe with fitting shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) (a) Removal of broken pipes, concrete bed and any other material upto 50m (b) Making surface under sewage pipe to required gradient for smooth flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing.

Supply and fixing for HDPE DWC (Double wall corrugated) pipes confirming to IS-16098 of 152mm and 180mm internal and external dia respectively, pressure rating SN-8 fixed with rubber seal and copler required with and including suitable bends 90/60/45 degree etc, single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. Note:- Rate included for pipes, bends any size and any types, Y junction copler/adaptor etc required and net total length of pipe with fitting shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) Removal of broken pipes, concrete bed and any other material upto 50m (b) Making surface under sewage pipe to required gradient for smooth flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing.

Excavation in trenches not exc 1.5 m wide and not exc 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge

All as per srl item No 16 above but exc 1.50 deep and n,exc 3.00 deep complete all as specified and directed by Engineer-in-Charge

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

Removing excavated surplus soil out side from MD land at contractor own arrangement and depositing the soil where directed at a level not exc. 1.5mtr above the starting point complete all as specified and directed.

Cutting in to existing manholes 150mm dia 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 B1 smooth finished,and reforming benching as required, complete all as specified and directed by Engineer-in-charge.

Dismantling of brick works built in cement mortar including all quoins pillars arches etc including PCC benching/coping etc complete all as specified and directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘ B’ bricks straight or curved on plan exc 6 m mean radius build in Cement Mortar 1:6 complete all as specified and directed by Engineer-in-charge.

Material and labour for brick work excpet brick (obtained from ser No 22) with sub class ‘ B’ bricks straight or curved on plan exc 6 m mean radius build in Cement Mortar1:6 complete all as specified and directed by Engineer-in-charge.

PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in benching, coping channel, roof kerb or mud stop, rounded or chamfered on edges etc and similar work including necessary form work complete all as specified and directed by Engineer-in-charge.

Material and labour for PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete etc complete all as specified and directed by Engineer-in-charge.

Taking down cement plaster of any decription on brick work or concrete surfaces including raking out joints,hacking for key, scrubbing down with water etc and removing same from the sites, complete all as specified and directed by Engineer-in-charge.

Rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surface fininished even and smooth without using extra cement with or without mixing of integral water proofing compound in the proportion as per manufacturers instructions complete all as specified and directed by Engineer-in-charge.

Rendering 10 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surface fininished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

Supply only water proofing compound ISI marked complete all as specified and directed by Engineer-in-charge.

Demolition/Dismantling of reinforced cement concrete of Roofs, floors (other than ground floors), beams, staircases, landing,chajjas, and similar suspended work (Reinforement cut as required to facilitate demolition), complete all as specified and directed by Engineer-in-charge.

Rendering dubbing coat over damaged irregular surface of chajjas roof projections ceiling facia etc average 15mm thick in Cement Mortar 1:4 over cement slurry coat thick @ 3 Kg/sqm making the surface even followed by 5mm thick rendering in Cement Mortar 1:3 furnished even and smooth including making of drip course as reqd complete incl roughening surface of old concrete by picking sweeping clean and washing with water complete all as specified and directed by Engineer-in-charge. Note :Rate for form work if reqd to be including in the rate quaoted by the contractor.

Supply and fixing for in repair Vitreous china squatting pan of patern 'Orissa pattern ' size 580x440 mm white with integral foot rests (Excluding flushing cistern and flush pipe), including long arm P-trap 100mm dia (PTMT) with PVC pipe 110mm bore length upto 700mm or as per site requirement, complete including making good to floor complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair Vitreous china wash down water closet (pedestal pattern) white of size 540×375×415mm, incl. "P"S" trap connection to drain (outgoing pipe) and to flushing pipe, antisyphonage pipe, plastic water closet seat cover of white in colour, back closed pattern (soft close) with flat bottom and cover, mild steel chromium plated or aluminised higing device etc complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair 10Ltr capacity PVC valveless syphonic action heavy duty smart dual flushing cistern low level, white with inlet ball valve, float and handle including brackets and PVC flushing pipe of suitable length of polyethylene of low or high density or PVC 32mm dia complete all as specified and directed by Engineer-in-charge.

PVC flushing pipe of suitable length of polyethylene of low or high density or PVC 32mm dia for low level cistern including all joints making good complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair plastic water closet seat and cover including mild steel chromium plated or aluminised hinging device complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repairs Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair 32mm dia bore PVC flexible /PTMT(hard type) of suitable length and wall thickness not less than 1mm waste pipe for wash hand basin/sink/urinals etc complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair CP waste coupling heavy duty 32mm bore of dishcharge (half or full threaded), complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair PVC connection 15mm bore size with two nuts and washers of suitable length( as per on site rquirement) complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair CP grating with or without waste hole including fixed with white cement complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair 75mm bore PVC(SWR) pipes single/double socketed in any length with rubber ring joints, laid in trenches/floors/wall complete all as specified and directed by Engineer-in charge.

Supply and fixing for in repair 110mm bore PVC(SWR) pipes single/double socketed in any length with rubber ring joints, laid in trenches/floors/wall complete all as specified and directed by Engineer-in charge.

Supply and fixing for in repair 75/110mm PVC(SWR) bends any radius with or without acess door and couplers, reducers or vent cowl, branch piece or junction etc any fittings for PVC(SWR) pipes complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair for 110/125mm bore PVC(SWR) P/S trap, complete and connecting to pipe complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair CI floor trap 75mm outlet dia with CP Anti-cockroach jali including joints to waste pipe fixed in cement concrete type B1 1:2:4 using 20mm graded crushed stone aggregate complete all as specified and directed by Engineer-in-charge.

Material and labour for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exc. 0.11 sqm and n. exc. 0.18 sqm in floors etc set and jointed (joint free) in neat cement slurry and pointed in coloured cement. over and including screed bed or bedding layers of mortars 15mm thick in cement Mortar 1:6 for laying floor finishes and dismantling floor tiles complete all as specified and directed by Engineer-in-charge.

Material and labour for glazed ceramic coloured tiles of size 450 x 300 x 7mm thick, on vertical surfaces of walls such as skirting dado etc. set and jointed in neat cement slurry and pointed in white or colour cement to match including 10mm thick rendering in cement mortar 1:4 and dismantling existing floor tiling complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete(un-reinforced) in ground floor and pavings of any thickness (below or above ground level) complete all as specified and directed by Engineer-in-charge.

Surface dressing n exc15 cm deep in soft/loose soil complete all as specified and directed by Engineer-in-charge.

Cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in sub base, 75 mm thick and finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge

Material and labour for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-charge.

Dismantling interlocking tiles of any dimension complete all as specified and directed by Engineer-in-charge.

Machine pressed precast coloured and grey cement concrete interlocking 60 mm thick paver block any shape and sizs as directed, confirming to IS 15658-2006, M-35 Grade as in floor etc.and intersects to be filled with sand (free from foreign particles), complete all as complete all as specified and directed by Engineer-in-Charge.

All as per item No 54.00 above but exept tiles complete all as specified and directed by Engineer-in-charge.

Designer coloured paver tiles of size 300 x 300 x 25 mm thick or equivalent size as in machine pressed set, jointed in neat cement slurry over and including sereed bed 20 mm thick in cement mortar (1:6) complete including dismantling existing tiles complete all as specified and directed by Engineer-in-Charge

Filleting in any position and to any shape in cement mortar 1:4 including all mitres, stops, etc exc 25 but n exc 50 Sqm cm complete all as specified and directed by Engineer-in-Charge

Dismantling wrought iron or mild steel works of any description not otherwise provided complete all as specified and directed by Engineer-in-Charge

Excavation in post holes (or similar holes) each n. exc 0.5 cum, getting out, returning filling in and well ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm, watering and removing surplus soil to a distance n exc 50 m and making good surface in hard / dense soil complete all as specified.and directed by Engineer-in-Charge

Supply and fixing of mild steel fencing posts and struts in fencing including cutting bending top to shape as directed drilling holes matching for barbed wire, including fillet on back side of fencing post and all necessary drilling work complete all as specified and directed by Engineer-in-Charge

Supply and fixing of Chain link fencing using 4mm dia GI wire 75x75mm mesh (weight not less then 4 Kg/ Sqm) including line wires, any mesh, size & type to any type of standards, rails, straining bolts, etc. including provision of binding wire and dismantling of existing fencing wire mesh any type complete all as specified and directed by Engineer-in-Charge

Supply and fixing of MS TMT bars 8-10 mm dia cut to length, bend to shape including cranking, bending and binding with MS wire not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of flat iron 40 x 6 including fixing clamps or support to chain link fencing etc,. complete all as specified and directed by Engineer-in-Charge

Supply and fixing of Mild steel screw bolts (machine made) 5 to 10mm dia of shank with hexagonal or square heads at one end and screwed the other, each screw end to be fitted with washers and one hexagonal or square nut exc 5cm but n exc 10cm long complete all as specified.and directed by Engineer-in-Charge

Supply and fixing in repair galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings & straining and fixing to any type of post including screwing or tying at crossings with and provision of galvanised mild steel wire, staples as directed by Engineer-in-Charge.

Restrainning resecuring galvanised any type, any size steel barbed wire at any spacing including making good staples etc complete all as specified and directed by Engineer-in-Charge.

Preparation of old painted steel surfaces of any description and in any situation over 10 cm width or grith and applying one coat of synathetic enamel paint on angle iron fencing post complete all as specified and directed by Engineer-in-Charge.

Extra for forming fair finished drain or 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.

Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) or insulation board/slab/blankets, any thickness, including cover fillets, complete all as specified and directed by Engineer-in-charge.

Material and labour for Position suspended false ceiling system using T-grid suspended ceiling grid system. The size of grid shall be 600 x 600mm with GI frame work main runner 38 x 24mm x 3600 mm, cross tee 25 x 24 x 600mm / 25 x 24 x 1200mm and wall angle 24 x 24 x 2540mm ( thickness of the material of 0.30 mm), using 9mm thick ceiling panel laminated with PVC film on front face and foil back available in due drop texture as per IS-2095, part-I-1996, fixed in the grid of T-grid suspended ceiling grid system duly suspended by 4mm dig GI bar hanger from the purlins of the roof with butter fly clips complete all as specified and directed by Engineer-in-charge.

Supply and fixing for rolled mild steel as in main and cross beams, hips and jack rafters, purlins, posts where connected to common rafters and running rails fixed with angle cleat or other connecting plates complete all as specified and directed by Engineer-in-charge.

Supply and fixing for 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 Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-charge.

Supply and fixing for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings xclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer-in-charge.

Supply and fixing for 1.60mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. complete all as specified and directed by Engineer-in-charge.

Dismantling plain or corrugatd steel sheeting any gauge, thickness any type including Nanital or similar pattern roof covering complete all as specified and directed by Engineer-in-charge.

Supply and fixing for Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof coverings/cladding to wall/parking shed,fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

Supply and fixing for 0.63mm thick plain galvanised, mild steel sheeting ,in ridges, hips, valley gutters, drip and straight flashing (length and girth as fixed), roof coverings/cladding to wall/parking shed,fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repairs 1 mm thick Steel rolling shutters, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete all as specified and directed by Engineer-in-charge.

Supply and fixing for in repair Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets, complete all as specified and directed by Engineer-in-charge.

Material and labour for preparation of new or previously untreated steel surfaces of any description over 10 cm width and girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.

Taking down carefully existing steel gates any type for carrying out necessary repairs by replacing old unserviceable hinges, rollers, roller plates, gate piller etc , greasing, oiling for its smooth functioning complete and re-erecting the same in old position, area of gate not exceeding 15 sqm each (NOTE :- supply and fix parts of gate, painting, brick or concrete work will be measured and paid separately.

Taking down carefully existing rolling shutters any type, anyfor carrying out necessary repairs by replacing old unserviceable parts, greasing, oiling for its smooth functioning complete and re-erecting the same in old position, complete all as specified and directed by Engineer-in-charge. (NOTE :- supply and fix parts of shutter, greasing, oiling and painting will be measured and paid separately.

Taking down the inter locking laths from rolling shutter and supply and fix new laths of cold rolled steel strips 0.80mm thick having inter locking curls at both ends and a deep corrugation at the centre with the ridge depth not less than 12mm complete all as specified and directed by Engineer-in-charge.

All as per item No 83.00 above but thickness of lath 1.10mm complete all as specified and directed by Engineer-in-charge.

Taking down bottom lock plate any thickness and supply and fix new bottom plate 3.15mm thick reinforced with MS angle not less than 35 x 35 x 5mm size, bottom sliding bolt for locking arrangement two handles for pulling etc complete all as specified and directed by Engineer-in-charge.

Taking down the existing guide channel of rolling shutter from columns/walls as specified and supply and fix new guide channel made out of 1.60 mm thick MS sheet with minimum depth of channel 65mm complete all as specified and directed by Engineer-in-charge.

All as per item No 86.00 above but guide channel 75mm depth complete all as specified and directed by Engineer-in-charge.

Taking down existing unserviceable hood cover and supply and fix new hood cover made out of mild steel sheets 1.00 mm thickness hexagonal /square in section properly stiffened with nuts and bolts angle iron /flat iron at top and bottom edges fixed to brackets or plates complete all as specified and directed by Engineer-in-charge.

Taking down spring 45 threaded and supply and fixing new spring 45 threaded complete all as specified and directed by Engineer-in-charge.

All as per item No 89.00 above but 55 threaded spring complete all as specified and directed by Engineer-in-charge.

Greasing oiling complete to the existing rolling shutter for smooth function and test the same to smooth function all as specified of any size and any type rolling shutter complete all as specified and directed by Engineer-in-charge.

Material and labour for washing, rubbing down and stopping of distempered and painted surfaces complete as specified and directed by Engineer-in-charge.

Material and labour for Preparation new/old surfaces & applying two coat of oil bound distemper paint, white or tinted on walls/ceiling, complete all as specified and directed by engineer in charge.

Material and labour for Preparation new/old surfaces & applying two coat white wash on wall/ceiling complete all as specified and directed by engineer in charge.

Material and labour for machine cut Kota stone slab 18-20mm thick as in floor/stair riser and thread etc laid over 10mm cement mortar 1:4 jointed and pointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, polishing complete all as specified and directed by Engr-in-Charge.

Material and labour for machine cut Kota stone slab 18-20mm thick in riser of steps, skirting, dado and pillar laid over 10mm cement mortar 1:4 jointed and pointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, polishing complete all as specified and directed by Engr-in-Charge.

Material and labour for Cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in plinth, floor,75 mm thick and finished even and smooth without using extra cement, including demolition of existing cement concret complete all as specified and directed by Engineer-in-charge.

Supply and fixing Factory made Steel window 1.25mm thick box type(primer coated)ERW hollow P section of size 60mmx25mm including grill using 10 sqmm bar double rebated both gauge and glass shutter comprised gauged glazed Skelton shutter ERW sec 50mmx20mm and 1mm thick with two openable leaf consisting two Nos sash bar of T Section 20mmx3mm complete welded to frame with one vertical mullion of ERW box type T Section of size 60mmx25mm and 1.25mm thick including cutting holes and making good dismantled portion in PCC(1:2:4) type B1 four Nos for each window including following fitting welded to frame shutter :(a) Hold fast,150mm long of 12mmx3mm made to shape O4 Nos per window (b) handle of Z Sec20mmx25mm, 100mm long-per No leaf (c) Stainless steel Tower bolt 150mm long-02No per leaf .(d) Z section 20mmx25mm, 100mm long stopper 1 No per leaf. (e) cleat 55mm long of hollow square 15mmx20mmx63mm welded to hinge. 1 No per leaf (f) MS Pintal hinges of size 75mmx12mm. 2 Nos per leaf, including Stainless steel wire cloth, 0.25 mm to 0.36mm nominal dia of wire & average width of aperture 1.40mm to 2mm & fixed with alluminium wire staples and glass pane 3mm thick fixed with MS pin and oil putty including two coats of synthetic enamel paint incl. taking down existing windows complete. NOTE:- During Fixing of Window, surface Shall be make good in plumb with existing finishes like cement plaster ,similar wall tile,floor tile etc and as per site requirement.

Taking down chowkhat or frame with shutter (without taking off shutter from the frame) exc. 1.50 Sqm but n exc. 4 Sqm each complete all as specified and directed by Engineer-in-charge.

Material and labour for pressed steel frame made out of MS sheet 1.25mm thick of size 125x60mm for doors/windows with one or more rebates with and including necessary fixing lugs, stainless steel hinges, lock strike plate etc including filling of concrete 1:3:6 type C-1 back of chowkhats, with two coats of synthetic enamel paint over one coat of red oxide primer, all as specified.NOTE:- During Fixing of chowkhat, surface Shall be make good in plumb with existing finishes like cement plaster ,similar wall tile,floor tile etc complete all as specified and directed by Engineer-in-charge.

Supply and fixing for 35mm thick factory made plain framed panelled door shutters of 2nd class hard wood two panel with lock rail and panel of 9mm thick BWP commercial ply ,the size of rail and style as per IS : 1003 Part-I, Kiln seasoned and chemically pressure treated factory made shutters wood is to be incorporated all as specified,complete all as specified NOTE :- All screws shall be self tapping chrome plated

Preparaption of new wooden surfaces of any description not otherwise described, over 10 cm width or girth and providing two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-charge.

Material and labour for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exc. 0.18 sqm and n. exc. 0.38 sqm in floors etc set and jointed (joint free) in neat cement slurry and pointed in coloured cement. over and including screed bed or bedding layers of mortars 15mm thick in Cement Mortar 1:6 for laying floor finishes including dismantling existing tiles complete all as specified and directed by Engineer-in-charge.

Hans Raj Pooni (BID ID -3081979)

JAGDISH SINGH ASSOCIATES (BID ID -3082001)

PARVINDER BHARDWAJ (BID ID -3082162)

kewal builders (BID ID -3082436)

M/S SINGH AND ASSOCIATES (BID ID -3082660)

M/S SOHAL CONSTRUCTION CO (BID ID -3085752)

Auto India (BID ID -3083833)