PROVN OF TOILET BATHROOM FOR TPS AT BDE HQ AND SPECIAL REPAIR TO BLDG NO T82 BDE OFFRS MESS AND P09 ESH IN AP AT SUNDERBANI MIL STATION UNDER GE NORTH AKHNOOR

Amount

Taking down cement plaster of any description including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

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

Demolition of stone/brick masonary built in cement/cement lime mortar including all quoins arches etc but exlcuding ashlar masonry complete all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and directed.

Brickwork with sub class ‘B’ (old size) bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:6 complete all as specified and as directed by Engineer -in-Charge

Ditto all as per Srl item No 5 here-in-above but except bricks.

Brickwork with sub class ‘B’ (old size) bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:4 complete all as specified and as directed by Engineer -in-Charge

M&L for brushing neat cement slurry with 3.0kg of cement per sq. metre

Roughening surface of old concrete floor by picking sweeping clean and washing down with water to remove dust etc complete all as specified and directed.

M&L for 40mm thick PCC 1:2:4 Type B-1 (using 20mm graded stone aggregate) as in roof padding of roof slab in slope finished surface even and smooth without using extra cement complete all as specified and directed.

Water proofing treatment to RCC roof slab including parapet as under :- (a) Ist Course : Apply a coat of bituminous primer conforming to IS-3384@ 0.40 Kg /Sqm on prepared surface of plaster and after drying of primer, apply a coat of hot blown 85/25 grade bitumen conforming to IS-702 @ 1.2 Kg/sqm on plastered surfaces. (b) 2nd Course : APP (Atactic Polypropylene) modified polymeric membrane, 5 layered, 3 mm thick weight not less than 4.0 Kg/Sqm with 160 Grams/Sqm non woven polyester made at centre core reinforced laid with 75 mm side overlap and 150 mm end overlap, membrane has to be laid with LPG torch and overlap sealed and finished neat, all joints and changes in direction should be covered with cement mortar 1:3 mixed with SBR latex @200ml/bag of cement and curved before laying of membarance. (c) 3rd Course : Apply a coat of hot blown 85/25 grade bitumen conforming to IS-702 @ 1.2 Kg/sqm over membrance and dusted with dry sand @ 0.50 to 1 Kg/sqm.

Note : (i) Roof treatment work shall be carried out through approved manufacturers only. (ii) If Non-accesible roof : After providing (a) to (c) provide aluminium paint as per manufacturer instructions. (iii) Covered fillet in PCC 1:2:4 type B0 using 12.5 mm graded crushed stone aggregate of required radius shall be provided at the junction of roof and vertical surface such as parapet wall/mumty around opening and treatment mentioned above shall be applied followed by a cement plaster 20mm thick in cement mortar(1:6).

M&L for 50mm thick cement concrete type B-0, 1:2:4 (using 12.5mm graded crushed stone aggregate) as in floors and finished without using extra cement all as specified and directed.

M&L for 40 mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in roof padding in slop, finished surface even and smooth without using extra cement,all as specified and directed.

Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface fair and even (without using extra cement) complete all as specified and as directed by Engineer-in-Charge.

Rendering 15 mm thick in cement and sand mortar 1:6 on other than fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth (without using extra cement) complete all as specified and as directed by Engineer-in-Charge.

Rendering 5 mm thick in cement and sand mortar 1:3 on cement concrete surfaces of ceiling including finishing the surface even and smooth (without using extra cement) complete all as specified and as directed by Engineer-in-Charge.

M&L for Preparation of new treated surfaces of walls and applying two coats of distemper oil emulsion over one coat of chalk whitening complete all as specified and directed.

M&L for Preparation of new treated surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed.

M&L for Preparation of new plastered surfaces of ceiling and applying two coats of white wash complete all as specified and directed.

M&L for Preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed.

M&L for Preparation of old treated surfaces of walls including washing rubbing down and stopping distempered and applying one coat of distemper oil emulsion complete all as specified and directed.

M&L for Preparation of old treated surfaces of walls and applying one coat of cement base paint complete all as specified and directed.

M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) as in foundation filling and mass concrete complete, all as specified.

Machine pressed precast concrete interlocking paver block any shape and size conforming IS 15658-2006 of 60mm thickness M-35 grade over a layer and including 25mm thick sand cushioning complete all as spd and directed.

50 mm thick 75 cm wide PCC type C-1 1:3:6 (using 20mm graded stone aggregate) as in plinth protection laid in bays complete including 75mm thick consolidated hard core of broken stone over rammed earth finishing the surface of concrete topping even & fair, without using extra cement filling the joints with mastic filling comprising of one part of heated bitumen 85/25 or 95/10 grade and 3 parts of sand (all by weight) complete all as specified and as directed by Engineer-in-Charge. Note :- The rate quoted shall be deemed to include for use and waste of form work / screed strips and to divide the area in panels.

M&L for Reinforced cement concrete (Design Mix) M-25 (using 20 mm crushed stone graded aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under- reamed piles and mass concrete, all as specified and directed by Engr-in-Charge.

M&L for Reinforced cement concrete (Design mix), type B1, 1:2:4 (using 20 mm graded crushed stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer -in-Charge.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.

TMT reinforcement bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer -in-Charge.

TMT reinforcement bars 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified

M&L for Plain cement concrete type B-1 1:2:4 (using 20 mm graded stone aggregates) as in copings including weathering, slightly rounded or chamfered angles and throating and necessary form works, all as specified .

PCC 1:2:4, B-1 (20mm graded stone aggregate) as in surface channels and drains etc complete all as specified and directed.

Extra for forming fair finished to drain channel not exc 50cm inner girth in cement concrete using extra cement complete all as specified and directed.

M&L for pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550Mpa as in roof overing/ cladding to wall, fixed with self tapping screws incl ridge including dismantlling of existing asbestos cement (corrugated, semi corrugated) sheets as in roof covering including ridges,hips, valleys and flashings etc complete all as specified & directed by Engineer-in-Charge.

M&L for pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550Mpa as in roof overing/ cladding to wall, fixed with self tapping screws incl ridge complete all as specified & directed by Engineer-in-Charge.

Rolled mild steel section as in main and cross beams, hip and jack,rafters, purlins, where connected to common, rafters and running rails and guiders for sliding doors: fixed with angle cleats or other connecting platesconforming to grade Fe410-W (Gde E-250) quality 'A' all as specified

Rendering 10 mm thick in cement and sand mortar 1:6 on other fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge.

M&L for Vitrified ceramic coloured light shade 10mm thick(square/rectangular) polished, area of each tile not exceeding 0.36 Sqm as in floors over set and jointed in neat cement slurry and pointed in white or coloured cement to match the shades of tiles including 15mm thick screed bed in CM (1:6) complete all as specified & directed.

Ditto all as per item No 40 here-in-above but on vertical surface such as skirting/dado over & jointed in neat cement slurry & pointed in white or coloured cement to match the shade of tiles including 10 mm thick in CM 1:3 bedding layer to receive tiles complete all as specified and as directed by Engineer-in-Charge.

M&L for complete removal of existing old treatment on walls and applying one coat of oil bound distemper complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil as directed by Engineer-in-Charge.

Excavation in trenches not exc. 1.5m wide and not exc.1.5m deep in soft/loose soil for foundation etc or for shafts, wells cess pits, manholes , pier holes etc and for sewage lines n.exc 10 Sqm on plan, complete all as specified & directed.

Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, complete all as specifed & directed.

Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified & directed.

M&L for cement concrete 1:5:10 type D-2 (using 40 mm graded crushed stone aggregates) as in foundation filling and mass concrete complete, all as specified.

M&L for non skid ceramic coloured jointless tiles 7mm to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 Sqm, but not exceeding 0.11 Sqm, in floors over set and jointed in neat cement slurry and pointed in white or coloured cement to match the shades of tiles including 15mm thick screed bed in CM (1:4) complete all as specified and as directed by Engineer-in-Charge.

Glazed ceramic tiles , coloured ( 300x200x7mm) thick on vertical surface such as skirting/dado over & jointed in neat cement slurry & pointed in white or coloured cement to match the shade of tiles including 10 mm thick in CM 1:4 bedding layer to receive tiles complete all as specified and as directed by Engineer-in-Charge.

Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams, and similar work;vertical or to batter for rough finished surfaces of concrete complete all as specified and directed.

Formwork to edges of concrete in floors and slab n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 05cm but n exc 10cm wide, complete all as specified.

S&F Solid PVC Door frame of size 50 mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube, complete all as shown in drawing of relevant item in MES, schedule Part-II , 2010 as specified and as directed by Engineer-in-Charge.

Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail. Panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement complete all as shown in drawing of relevant item in MES, schedule Part-II as specified

Mild steel flat iron work as in bands supports or stay for rain water ventilating pipes, including bolts if required hooks heay for large gates hook and pintel hinges plain angle cleats confirming to FE-290 Gde E-165 all as specified and directed

Steel ventilators with top hung shutters including hinges, steel peg stay complete all as specified and as directed by Engineer-in-Charge.

S&F 3mm thick figured glass pin head type and glazing with oil putty or wooden beads in squares not exc. 0.5 Sqm in each pane, complete all as specified & directed.

S&F aluminium handles cast type anodised of size 150 mm long ISI marked complete all as specified and as directed.

S&F 300 mm long aluminium alloy anodised sliding door bolt with hasp staple, bolt type, and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy, ISI marked complete all as specified and directed.

200 mm long, aluminium anodised, barrel tower bolts, of extruded section ISI marked complete all as specified and as directed.

PVC floor traps dia meter of outlet 75 mm with grating including jointing to waste pipe with solvent cement complete all as specified.

Butt hinges, 100 mm long medium weight, cold rolled mild steel, ISI marked complete all as specified and as directed by Engineer-in-Charge.

Vitreous china half stall type urinal white (excluding flushing cistern) including spreader waste pipe and flush pipe complete all as specified.

Vitreous China squatting pan “Orissa pattern” size 580x440 mm white with integral foot rest (excluding flushing cistern and flush pipe) with CI ‘P’ trap of long arm of suitable size including connection to flush pipe, anti symphonic pipes etc, complete all as specified and as directed by Engineer-in-Charge.

Vitreous china wash basin, white, flat back, size 580x450mm including chromium plated brass waste fittings steel chain and rubber plug, including waste pipe porcelain stopper, a pair of CI brackets and pillar cock CP fixed in repairs complete all as specified

S&F PVC low level flushing cistern, valveless, syphonic action type, 10 litres capacity with inlet, ball valve float and handle with and including brackets and PVC bend pipe 90 cm long 32mm dia, complete all as specified and as directed by Engineer-in-Charge.

S&F Salt glazed stoneware gully trap square or round mouthed type 'P' of size 150x150 complete all as specified.

S&F Salt glazed stoneware (SGSW) grade 'A' drain pipes 150mm bore laid and jointed on concrete bed, complete including testing etc. all as specified.

Rotational moulded polyethylene water storage tanks of 500 Litres capacity, (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 directed by Engineer-in-Charge.

15mm bore tubes, 'medium grade', galvanised, with all fitting; (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs, unions etc) and fixed complete to and ceiling with clips, wall hooks, wooden plugs or laid in floors including screwing and waste and for forged bends on piping as required, complete all as specified.

20mm bore tubes, 'medium grade', galvanised, with all fitting; (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs, unions etc) and fixed complete to and ceiling with clips, wall hooks, wooden plugs or laid in floors including screwing and waste and for forged bends on piping as required, complete all as specified.

Construction of soakage well 1.20 mtr dia and 3.00m deep excavation in ordinary soil foundation in PCC 1:3:6 well of honey combed and soil in M-25 concrete including intercepting chamber, screen chamber brick work in CM RCC cover slab in M-25/RR masonary/ filling with brick bats complete all as shown on drawings and as specified.

Bib taps, cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, for bore dia of pipe 15mm, supplied and fixed in repairs complete all as specified

M&L for GI frame work 605 x 605 mm for seamless ceiling comprising of GI perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre / intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soft it at approx x 900 mm centre to centre with GI cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 centre to centre including 4 mm thick designer building board in grid fixed in position including dismantling of existing wall and ceiling boards (fibre, pulp, insulation etc) or insulation boards/ slabs /blankets any thickness including cover fillets complete all as specified and directed by Engineer-in-Charge.

M&L for Point wiring with 1100 volts grade multi stranded FRLS PVC insulated unsheathed copper conductor cable single core of 1.5 Sqmm (phase -Red, Neutral-Black) drawn into and including surface rigid non metallic PVC casing and caping medium grade 'ISI marked' of 20/30mm size as required ivory colour, terminated in MS sunken box suitable for housing of switches, socket, regulator etc, covered with 3mm thick phenolic laminated white sheet cover complete with all accessories, fixing arrangements on wall /roof/floor by means of drilling by heavy duty hand drill and fixing with PVC rawl plug and screws including single core FRLS PVC insulated unsheathed multi stranded copper conductor cable of 1.5 sqmm for earth continuity conductor (green colour) and connected to earth dolly for one light/fan point controlled by one way switch, complete all as specified & directed by Engineer-in-Charge.

M&L for Point wiring with 1100 volts multi stranded FRLS PVC insulated unsheathed copper conductor cable single core of 2.5 Sqmm (phase-red, Neutral-Black) drawn into and including PVC casing and caping 'ISI marked' of 20/30mm size ivory colour as required, terminated in MS sunken box suitable for housing of switches, socket, regulator etc, covered with 3mm thick phenolic laminated sheet cover complete with all accessories, fixing arrangements on wall /roof/floor by means of drilling by heavy duty hand drill and fixing with PVC rawl plug and screws including single core FRLS PVC insulated unsheathed multi stranded copper conductor cable of 2.5 sqmm for earth continuity conductor (green colour) and connected to earth dolly for one 3/5 pin socket outlet 16 Amps controlled by one switch on independent board, complete all as specified & directed. Notes for Srl Item No. 73 & 74 (i) Unit rate includes for cutting chases whereever required and sinking for boxes, making good to walls / floors etc., complete, including white wash / colour wash as directed. (ii) Uniform coding of wiring i.e red / yellow / blue for phase black for neutral and green for earth is to be maintained.

S&F Switch piano flush type 5 Amps 240 Volt, single pole one way, complete all as specified & directed.

S&F socket socket combination outlet 2 in 1, 3 pin type, 5 and 15 Amp, flush type, universal complete all as specified & directed.

S&F ceiling rose 5 amp, 3 plates polycarbonate body complete all as specified & directed.

S&F sheet metal enclosure for distribution boards, suitable for fixing MCBs 240 volts with 200 Amps rated bus bar, SPN, 4 ways double door type, ISI Marked including blanking plates where required & making good the disturbed surface of wall complete all as specified and as directed by Engineer-in-Charge.

S&F in replacement MCB, single pole, (SP) 6 to 32 Amp, AC, 10 KA repturing capacity, ISI marked, 240 Volt, 'C' series, including required wiring connections with copper lugs of suitable size provided in MCB DBs complete all as specified & directed by Engineer-in-Charge.

S&F in replacement MCB, single pole & neutral, (SPN) 10 to 32 Amp, AC, 10 KA repturing capacity, ISI marked 240 Volt, 'C' series, including required wiring connections with copper lugs of suitable size provided in MCB DBs complete all as specified & directed.

Supply, laying and testing XLPE insulated, electric cable (heavy duty) with stranded aluminium conductor, 1100 volts grade, heavy duty cable, cross-sectional area 6 Sqmm 2 core connected with PVC insulated aluminium conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed, laid in trenches or passing through pipes complete all as specified and directed. (Earth work, brick protection and sand cushioning shall be measured and paid for separately)

Single phase exhaust fan double ball bearing heavy duty motor with protective bird guard of size 300mm sweep, 230 Volt 50Hz fixed on wall by grouting nuts, bolts and washer of suitable size including connecting up with three core flexible copper stranded conductor cables from fan to ceiling rose complete all as specified and directed by Eng-in-charge.

S&F energy saving and environmental friendly long life LED light fitting of 20W long life corrosion resistant, impact proof, surface mounting IP66 luminaire with PC housing & opal finish cover suitable for wet location as light source and making connection with PVC copper conductor cable of appropriate size, complete all as specified & directed. Make : Havells Cat Part No. MAGNUMGRANDNEOIP6620WLED857SPC or equivalent of Philips/ Crompton Greaves/ Bajaj or equivalent.

S&F Earthing of galvanized steel earth plate electrode 600mm x 600mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 mtr depth below normal ground level) with top edge of earth not less than 1.5 metre below normal ground level, surrounded on all sides by 150mm thick charcoal & common salt starting from ground below earth plate upto 150mm above GI plate in alternate layers connected to and including earth lead wire 4.0mm (8SWG) by means of steel bolts, nuts, check nuts and washers, test point made of GI strip 40x8mm, 10cm long PCC 1:2:4, type B-1 in pit with precast RCC 1:2:4 type B-1 in cover reinforced with XPM not less than 4 Kg per Sqm with 15mm bore GI light grade protection pipe, 20mm bore GI medium grade watering pipe with funnel including charcoal, dust, salt, all as shown in electrical plate No 3 of SSR Part-I (2009) including taking down old existing earthing complete with necessary earth work in any type of soil, removal to a distance not exceeding 50 mtr, including testing on completion, complete all as specified & directed. Note : (a) The cost of earth work, PCC pit of size shown in electrical plate No.3, funnel, watering pipe, wire mesh, charcoal, dust, common salt, 20mm bore medium grade watering pipe & 15mm bore light grade GI pipe as protection to earth lead wire etc shall be deemed included in the unit rate for earthing. (b) After completion, during testing, if the earth resistance equal or less 2 ohms is not obtained, earthing will be regenerated at no extra cost till the desired earth resistance is obtained.

M&L for chemical earthing complete with copper earth plate electrode 900 mm x 600 mm x 5 mm thick buried directly in ground (earth pit not nless than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 mtr below normal ground leel, and packed alternate layer of common salt nad charcoal and a top layer of copper sulphate 150 mm thick all as specified and as directed including bringiing of mother soil from outside for filling holes, including copper strip f size 32 x 6mm by mean of nuts, bolts and check nuts , washer of copper up to main board/ test point or as required including necessary excavation and earth work in any type of soil so as to achieve earth resistance below 3 Ohms and earth lead protected by provision of GI medium grade pipe 50 mm bore including provision of concrete pit in PCC 1:2:4 reinforced with XPM( weight not less than 4 Kg/Sqm) and frme of angle iron 25x25x6 mm with lugs 02 Nos and with 6 mm dia MS bar handle made to shape GI medium grade 20 mm bore pipe for watering perforated at bottom 1.75 metre long placed on top edge of earth plate funnel, wire mesh and earth work in any type of soil returning filling in and removal of surplus soil to a distance not exceeding 50 mtrs, all as per electrical plate No 3 of SSR-1991 Part I and connected to earth test point all as specified or indicated including testing on completion including taking down of existing copper earthing including all connected items all as specified and directed.

NOTES:- (a) Copper strip beyond test point shall be measured and paid for separately. (b) Earthing resistance result shall be less than 3 . If the resullt comes more than 3 the contractor shall out the earthhing at separate location/ site given by the Engr-in- Charge after taking out of earth electrode without any extra cost to the deptt. (c) Test point terminal block shall be measured and paid for seprately. (d) Any other fitting\fixtures if technically required achieving desired result (if not included above) shall be provided by the contrcator without any extra cost. (e) If mother soil is not available then mother soil will be provided by contrcator from outside source without any extra cost.

Matrial and Labour for copper strip 32x6mm with saddles and fixing screw etc for roof/wall/ceiling /trenches all as specified and directed including taking down existing aluminium strip of any size all as specified and directed. NOTE :- (a) The copper strip shall be ETP grade and confirm to IS 191. PART-V. In this regard a test certificate shall be supplied alongwith delivery of copper material. (b) The earth conductor shall be fixed to the wall\columns etc at every 500 mm with brass spacers. The total earthing system shall be mechanically and electricity connected to provide independent path to earth.

Material and Labour for air terminated single pointed, copper rod 12 mm dia and 300 mm long including dismantling PCC and taking down existing termination aluminium rod alongwith GI pipe 40 mm dia all as specified and directed.

M&L 40 mm dia bore tubes, 'medium grade', galvanised, with all fitting; (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs, unions etc) and fixed complete to and ceiling with clips, wall hooks, wooden plugs or laid in floors including screwing and waste and for forged bends on piping as required, complete all as specified.

Material & Labour for test point terminal block made of gun metal or phosphorous bronze size 75x75x25 mm drilled and screwed including 03 Nos 8 mm dia 25 mm long hex heas screw all as specified & directed including taking down all as specified and directed.

Material & Labour for PCC type CI 1:3;6 20 mm graded aggregate) for fixing the GI tubing 40 mm medium grade pipe on the roof all as specified and directed.

M/s Sekinder Paul Sharma

M/s Mool Raj Romesh Chander

M/S KAPIL KUMAR KHATTAR

NARESH KUMAR AND COMPANY