C.O Govt. Senior Secondary School building at Brua Distt. Kinnaur SH site development C.O Building portion i.c WS and S.I septic tank and rain water harvesting tank etc.

Amount

Cutting in earth work in by mechnical main in all heights and depths, in all kind of soil including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever reequired, setting out to required lin es, levels as shown n the drawing and directions by the eingineer-in-charge at site, according to the HP.PWD specificatin of 1990 (One thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing off at dumping site ( To be arranged by the contractor) as per satisfaction of Engineer-in-charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shignles aggregate and slates shall be properly stacked at site to the minimum possible extent of 378.05 cubic meter @ 300/- only ( Rupess three hundred) per cubic mter shall be effected on pro rata basis in all circumstances . Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respects including all incidental charges.

Earth work in excavation for all type of road structures such as retaining walls, breast walls, culverts , drains and parpets etcetra in all type of classification of soil comprising of ordinary soil, soft/hard rocks , chiselling/wedging out of rocks (where blasting is prohibted ) as per drawing and MORD technical specification clause 305.1, 1104 and 1606.1 and as per direction of the Engineer-in-charge. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal of material up to all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable apoved material to the orignal surface in layer not exceding 150mm (one hundred fifty ) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto all depth and any quantum of water inluding cleaning of slush whicjh may arise out during dewatering as per the direction of Enngineer in Charge and including of carriage of material with in all leads an lifts

Excavation in foundation and trenches in earth work in all height and depths in all kinds of soil, including saturated soils comparising of pick work, jumper work, blasting work both in soft and hard rock with chiselling and wedging out of rock ( where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in-charge at site., according to the HP.PWD specification of 1990 (One thousand nine hundred ninety) volume-I (One) and sorting out useful and unuseful material and transportation of the unuseful material for disposing off to dumping site (to be arranged by the contractor) as per satisfaction of Engineer-in-charge through all modes of transporation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineris, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used/removed as per the direction of Engineer-in-charge. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respects including all incidental charges.

Excavation in drain and channel in earth work in all heights and depths in all kinds of soil, including saturated soils comparising of pick work, jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock ( where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in-cvharge at site, according to the HP.PWD specification of 1990 (One thousand nine hundred ninety) volume-I (One) and sorting out useful and unuseful material and transportation of the unuseful material for disposing off to dumping site (to be arranged by the contractor) as per satisfaction of Engineer-in-charge through all modes of transporation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineris, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used/removed as per the direction of Engineer-in-charge. Any loss to the public and private property during the course of execution shall be absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including carriage of material upto all leads and lifts as per the direction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm.(Three decimal fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(Thirty into thirty into five milimetre) so as to give a fair finish including centring, shuttering,strutting and propping etc. with wooden/steel battens and ballies, height of propping and centring below supporting floor to ceiling to any floor height and removal of the same for in-situ reinforced concrete and plain concrete work and as per HP.PWD specifications of 1990 volume-1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

In foundations, footings, bases of columns etc. and mass concrete

In beams, cantilevers, girders and lintels sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels up to any depth in all floor level in all heights.

In columns, pillars, posts and struts square, rectangular or polygonal in plan in all floor level in all heights.

In flat surfaces such as soffits of suspended floors, roofs, landings and the like of any thickness in all floor level in all heights.

In vertical surfaces such as walls in any thickness partitions and the like includind attached pillasters in all floor levels in all heights.

In edges of slabs and breaks in floors of any width

In stair caases with slopping or stepped soffits excluding landingin all floor level in all heights.

Providing and laying cement cocnrete work 1:3:6 (One cement isto three sand isto six crushed stone aggregate 25mm. (twenty five milimetre) nominal size) mechanically mixed and vibrated in retaining / breast wall including curing and cost of form work complete in the carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:6:12(One cement isto six sand isto twelve graded/ crushed stone aggregate 40mm. (forty milimetre)nominal size) mechanically mixed and vibrated curing complete excluding the cost of work in foundation and plinth and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8(One cement isto four sand isto eight graded/ crushed stone aggregate 40mm. (forty milimetre)nominal size) mechanically mixed and vibrated and curing complete excluding the cost of work in foundation and plinth and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (One cement isto five sand isto ten graded/ crushed stone aggregate 40mm. (forty milimetre)nominal size) mechanically mixed and vibrated curing complete excluding the cost of centering and shuttering in foundation and plinth and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and laying reinforced cement concrete 1:1½:3 ( One cement one and half sand isto three crushed stone aggregate 20mm. (twenty milimetre) nominal size mechanically mixed and vibrated curing complete excluding the cost of form work and reinforcement for reinforced concrete work and as per PWD specification o 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

in foundation footings bases of columns and the like and mass concrete

In suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantillevers up to floor all level.

In columns, pillars, posts, and struts, square, rectangular or polygonal in plan in all floors level in all heights.

In stair cases with sloping or stepped soffits excluding landing in all floor level in all heights.

Providing and laying cement cocnrete work 1:2:4 ( One cement two sand isto four crushed stone aggregate 20mm. (twenty milimetre) nominal size) mechanically mixed and vibrated including curing complete including form work and reinforcement for reinforced concrete work as per HP.PWD specification of 1990 volume-1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge in moulding in cornices, window sills etc. in all floor level in all heights.

providing and laying Random rubble masonry/polygonal rubble masonry (un-coursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (One cement isto six sand isto twelve graded/crushed stone aggregate 20mm.(Twenty milimetre) nominal size)at plinth level in cement mortar 1:6 (One cement isto six sand) and curring complete including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge

providing and laying Square rubble masonry coursed with hard stones of approved quality in foundation and plinth/retaining wall /breast wal including racking out joints in cement concrete 1:6 (One cement isto six sand) and curring complete including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge.

Providing weep holes in brick masonry/stone masonry/ plain/ reinforced concrete abutment wing wall, return wall with 100mm.(One hundred milimetre) dia PVC pipe extending through the full with of the structures with slope of I (v) : 20(H) towards drawing face complete as per drawing and technical specification clause 614,709, 12.04.3.7 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge.

Boulder filling behind abutment, wing wall and return wall/breast wall and retaining walls complete as per drawing and technical specifiction clause 1204.3.8 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge.

Providing Tor steel reinforcement of TATA tiscon /Sail /Rashitrai Ispat including the cost of binding wire for R.C.C.work including bending,binding and placing in position complete in all floors in all heights, and as per HP.PWD sepcificatio of 1190 volume- I including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and laying 30cm. (thirty centimetre) thick composit stone masonry with stone facing of chisel dressed stones one line dressed in cement mortar 1:6 (One cement isto six sand) and concrete backing with cement concrete 1:3:6 (One cement isto three sand isto six crushed stone aggregate 20mm.(twenty milimetre) nominal size) on inner face of walls including centring, shuttering and propping complete for all floor including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and laying brick work using common brunt clay building bricks work in second class bricks in cement mortar 1:4 (One cement isto four sand) and curing complete in foundation / all floor levels including carriage of materials through all modes of transporation within all leads and lifts and as per PWD specification and entire satisfaction and direction of the Engineer-in-charge.

Providing and laying brick work using common brunt clay building bricks in all floors levels in cement mortar 1:6 (One cement isto six sand) in second class bricks in super structure for in all heights and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and laying half brick masonry in common brunt clay building bricks in all floor level in all heights in cement mortar 1:4 (One cement isto four sand) second class bricks and curing complete including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing wood work in frames of doors, windows, clerestorey, windows and other frame wrought framed and fixed in position including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge in second class deodar wood

Providing and fixing 40mm. (forty milimetre) thick 2nd class deoar wood panalled glazed or panalled and glazed partitions fixing to frame complete including black enamelled iron butt hinges with necessary screws for all floors levels including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the direction of the Engineer-in-charge.

Providing and fixing 40mm. (forty milimetre) thick 2nd class deodar wood wire guage shutters using galvanised M.S. wire guage of IS guage designation 85G with wire of dia 0.56mm. (zero decimal five six milimetre) for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws for all floors levels including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and fixing 12mm. (twelve milimetre) thick prelaminated board both side bwp phenol bonded exterior grade panalled shutters 40mm.(forty milimetre) thick frame of Ist class deodar wood for doors including bright finished/black enamelled iron butt hinges with necessary screws including carriage of material, by all modes of transporation within all leads and lifts as per PWD specification and as per thedirection of the Engineer-in-charge.

Providing and fixing 19mm (ninty milimeter) thick Commercial Board water proof shutters for SDB and PGI sheet lining on inside of the shutter i/c fixing with nickel plated piano hinges with screws etc. complete for all floors including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per thedirection of the Engineer-in-charge.

Providing and fixing 1st class kail wood plain square edged cover fillets (beading) 0x12mm. (Forty into twelve milimetre) section with wood screws in ceiling and linning complete and as per HPPWD specificatin 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 75mm. x 60mm. (seventy five milimetre into sixty milimetre) M.S. flat 50x6mm. (Fifty into six milimetre) rounded hand rails in straight length complete in 2nd class deodar wood including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing plain M.S. grills of required patterns in steel frames of windows and ventilators etc. with M.S. flats, square or round bars welded with steel frame of window and ventilator and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing cubboard made with 19 mm.(Nineteen milimetre) thick water proof resistant commercial board as a complete box including shelves, shutters and vertical portions. The back side of cup board box shall have 8mm thick water proof ply all cut portions of board shall be finished with 8/20mm thick hard wood edging as per detail. The shutter shall be finished with 1mm thick lamination (from out side) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per direction of the Engineer-in-charge.

Providing and fixing 300x16mm. (three hundred into sixteen milimetre) size aluminium sliding door bolts anodized transparent or dyed to required shade and colour with bolts and nuts screws etc. complete and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 250x16mm. (two hundred fifty into sixteen milimetre) size aluminium sliding door bolts anodized transparent or dyed to required shade and colour with bolts and nuts screws etc. complete and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 250x10mm. (two hundred fifty into ten milimetre) size aluminium tower bolts (Barrel type) anodized transparent or dyed to required shade and colour with screws etc. completed and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 150x10mm. (one hundred fifty into ten milimetre) size aluminium tower bolts (Barrel type) anodized transparent or dyed to required shade and colour with screws etc. completed and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 125mm. (one hundred and twenty five milimetre) size aluminium handles anodized transparent or dyed to required colour and shade with necessary screws etc. completed and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 100mm. (one hundred milimetre) size aluminium handles anodized transparent or dyed to required colour and shade with necessary screws etc. completedand as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing M.S hooks and eyes completed 150 mm (one hundred fifty milimitre) including carrige of material , labour , tool, and plant through all modes of transportation within all leads and lifts and as per direction Engineer in Charge

Providing and fixing 40x3mm. (forty into three miliemtre) flat iron hold fast 40cm. (forty centimetre) long including fixing to frame with 10mm. (ten milimetre) diameter bolts and nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. (thirty into ten into fifteen centimtre) in cement mortar 1:3:6 (One cement isto three sand isto six graded stone aggregate 20mm. (twenty milimetre) nominsal size) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 100mm. (One hundred milimetre) bright finished aluminium floor door stopper with rubber cushion screws etc. to suit shutter thickness complete including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing 2nd class Kail wood work in frames of false ceiling partitions etc. sawn and put up in position including carriage of material, labour,tool and plants through all modes of transporation within all leads and as per direction of the Engineer-in-charge.

Providing and fixing 20mm.(Twenty milimetre) wooden plank Ist class Kail wood ceiling with planks over lapping each other and jointed with wood screws (frame work to be paid for separately) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing Ist class Deodar wood square edged cover fillets (beading) 19mm. x 6mm. (nineteen milimetre into six milimetre) section including mitring at junctions with wood screws and nails complete and as per HP.PWD sepcification of 1990 volume -I including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Stone soling properly hand packed filling under floor interstices with kharanja stone and consolidating including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification 100mm. spread thickness (finished work including material and labour) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

20 mm (twenty milimetre) cement concrete topping 1:2 : 3 (One cement: two sand: three stone aggregate of size 4.75 mm and below, by volume) laid over and finished monolithic with base concrete including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

25 mm (twenty five milimetre) cement concrete topping 1:2:4 (1 cement: 2 sand :4 stone aggregate of size 12.5 mm and below) laid over base concrete and finished with a floating coat of neat cement (base concrete to be paid saparately) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

40 mm (fifty milimetre) thick cement concrete flooring 1:2:4 (1 cement: 2 sand :4 stone aggregate of size 20 mm nominal size) laid over base concrete and finished with a floating coat of neat cement (base concrete to be paid saparately) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and laying precast terrazzo tiles of NTC 300x30025mm. hydraulic compressed 20 mm (twenty milimetre) thick with marble chips of specified sizes laid in floors, treads of steps and landings on a bed of 25 mm (twenty five milimetre) average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of white shade and as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and laying precast terrazzo tiles hydraulic compressed 20mm (twenty milimetre) thick with marble chips of specified size in skirting and risers of steps not exceeding 30cm (thirty centimetre) in height on 10mm.(ten milimetre) thick cement plaster 1:3 (1cement:3 sand) jointed with neat cement slurry mixed with pegment to match the shadeof tiles (wherever required) including rubbing and polishing complete with white tiles of white shadeand as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

20 mm (twentry millimetre) thick kota stone slab flooring (22 x 22mm. ) size with 20 mm (twenty milimetre) thick base of cement mortar 1:4 (1 cement: 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab and as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Kota stone slab flooring semiround nosing 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shae of the slab including rubbing and polising complete as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

P/L Kota stone slab 25 mm thick in risers of steps, skirting dado and pillars laid on 12mm. (average) thick cement mortar 1:3 (One cement isto three sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

White glazed tiles 6 mm (six milimetre) thick of 30 centimetre x 45 centimetre (thirty centimetre into forty five centimetre) size in skirting risers of steps and dado 12mm thick cement mortar 1:3 (1cement three sand) and jointed with cement slurry and as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and laying spartic ceremic tiles 10mm.thick in flooring (300 x300mm. size) treads of steps laid on a bed of 12mm. thick cement mortar 1:3(1cement: 3 sand) finished with flush pointing in white cement and as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 0.60mm thick prepainted steel sheet of TATA Durashine in roofing with hot dip metallic zinc coated sheets with the top coat of regular modified polyster (RNP) organic coating 20 microns over 5 microns primer coating including fixing with prepainted iron J or L hooks bolts and nuts 6 mm diameter with prepainted limpet and rubber washer complete with all accessories as required as per direction of the Engineer-in-charge.

Providing and fixing ridges or hips 60cm over all with 0.45mm prepainted steel hot dip metallic zinc coated sheets of TATA Durashine in roofing with hot dipped metalic zink coated sheets with top coat of regular modified polyester organic coating of 20 microns over 5 microns primer coating + back coat of polyester of 5 microns over 5 microns primer coating including fixing with prepainted J or L hooks, bolts and nuts 6mm dia and prepainted G.I. limpet and bitumen washer complete with all accessoriesas required as per direction of the Engineer-in-charge.

Providing and fixing valleys 60cm over all 0.45mm. thick prepainted steel sheet of TATA Durashine in roofing with hot dip metallic zinc coated sheets with top coat of regular modified polyester organic coating of back coat of polister of 5 microns over 5 microns primer coating including fixing with prepainted iron fixed with J or L hookes bolts and nuts 6mm dia with prepainted G.I. limpet and bitumen washer complete with all accessories required as per direction of the Engineer-in-charge.

Providing and fixing 0.45mm. (zero decimal six three milimetre) thick sheet of TATA Durashine 30cm x 90cm. Overall semicircular plain G.I. shee gutter with bolts and nuts and washers etc. including making connections with rain water pipe complete as per design including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing flushing 0.38cm. overall with 0.45mm. thick prepainted sheet of TATA DURASHINE in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 mocrons primer coating including fixing with prepaitned iron J or L hooks, bots and nuts 6mm. dia metrer and prepainted G.I. limpet and bitumen washers complete with all accessories as required and as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing on wall face 150mm dia. PVC rain water pipes of working pressure not less than 4.5 kg/sqm. including filling the joints with approved adhesive complete and as per HPPWD specification 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing on wall face PVC accessories for rain water pipes including filling the joints with approved adhesive complete including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Plain bend 150mm dia.

PVC shoe 150mm dia.

Providing and fixing M.S. B.P. sheet 2mm thick in eaves board/ facia/ soffit/ ceilings including cutting, fitting and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-Charge (Base members of steel work shall be measured and paid separately) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing steel work of TATA, Sail or RASHTRIYA ISPAT welded in built up sections/ hollow section truesses and framed work, including cutting hoisting and fixing in position and applying a priming coat of red lead paint in beams, joists, channels, angles tee flats with connection plates or angle cleats as in main and cross beams, hp and rafters, purlins connected to main rafters and the like and as per HPPWD specifications of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and as per direction of the Engineer-in-charge.

In gratings framed guard bars, ladders, railing, brackets and similar works.

In trusses and purlins of buildings.

Painting two coats ( excluding priming coat) on new steel and other metal surface under coat with ready mixed paint brushing to give an even shade including cleaning the surface all dirt, dust and other foreign matter with ready mixed paint other than white including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease ,dirt and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink including applying a priming coat of red lead paint as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Applying priming coat on new concrete/masonry/asbestos cement/ plastered surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required with ready mixed primer as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Painting two coat (excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust and other foreign matter sand papering and stopping including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per the direction of the Engineer-in-charge.

6 mm (six millimetre) thick cement plaster to ceiling in all floors levels with cement mortar 1:3 (1 cement :3 sand) including curing and carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

15mm (fifiteen milimetre) thick cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering with cement mortar 1:6 (One cement isto six sand) up to all floors levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (eighty millimetre) in girth and finished even and smooth as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

15mm (fifiteen milimetre) thick cement plaster in single coat on rough side of brick/concrete/stone walls for interior plastering with cement mortar 1:6 (One cement isto six sand) up to all floors levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (eighty millimetre) in girth and finished even and smooth as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

20mm cement plaster in two caots backing coat 10mm (ten millimetre) and finishing coat 10mm (ten millimetre) thick on fair side of brick/stone masonry walls for interior plastering in Cement Mortar 1:4 (1 Cement:4 sand) upto floor all level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth uo to all floor levels as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Raised and cut pointing on square rubble coursed or un-coursed stone masonry with cemente mortor 1:4 (One cement isto four sand) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Applying one coat of Acrylic primer (Spectrum or equivalent of Superior quality) on new concrete / masonry/plastred surfaces after and including preparing the surface by thoroughly brushing the surface free from mortar droppings and other foreign matters, sand papering the surface smooth complete.including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Finishing wall with weather proof exterior grade emulsion of approved design Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/stone/plastered wall surfaces to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty as required for metling the surface as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Distempering (two coats) with 1st quality oil bound washable distemper of Asian paints or equivlant of approved shade and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropppings and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper primer.

Providing under layer for plinth protection of 75mm (seventy five milimetre) thick (un-consolidated) bed of dry brick/ stone aggregate 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground complete including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing plinth protection 50mm (fifty milimetre) thick in cement concrete 1:3:6 (1cement:3sand: 6 crushed stone aggregate 20mm nominal size) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Constructing course rubble hammer dressed “U” shape open surface drain with side walls 15x22cm in cement mortar 1:6 (1cement :6sand) and inside plastering with cement plaster 1:3(1cement:3sand) including e`arth work and laying 10cm cement concrete in 1:5:10 (1cement :10 crushed stone aggregate 40mm nominal size) and 7.5 cm cement concrete 1:2:4 (1cement: 2sand: 4 crushed stone aggregate 20mm nominal size) and finished with a floating coat of neat cement complete as per standard design including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 12mm. (twelve milimetre) thick green chalk board of size 1.50 x 1.20 mtr. with superior quality framming specially anodized aluminium profile 20x15mm. with corner of black plastic shall be provided. The broad surface shall be non-porus ceramic particle on the top green surface for smooth writting with chalk over 11mm. thick particle board which shall have backing materials of galvanised sheet 28mm. thick approximately. The board shall be fixed on the special designed clamp and square clamps with the help of nylon plugs and screws as per site requirement including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and applying water proofing treatment with doctor fixit fastflax on equivalent with two component polymer modified cementitious coat consisting of cementitious powder and a polymer liquid in two coats for fist coa clean and saturated surface and then applying a coat for doctor fastflex by maintaining a coverage of 6-7 square feet per Kilograme to achieve 1mm. thickness and the same process shall tended up to 300mm vertically. The second coat shall be applied in opposite direction after drying four-six hours of application of fist coat then sprinkler sand on the top surface applied doctor Fixit-fastflax while still tacky over the second coat. Then apply cement mortar of cement sand 1:4 (one cement isto four sand) admixed with 200ml. of pidiproof LW @ 200ml. per 50 Kg. bag of cement over the floor with suitable gradient towards drain pipe, while the second coat of doctor fixit is still tacky including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and fixing 15mm. (fifteen milimetre) nominal bore to wall ceiling and floor galvanized mild steel tubes (medium grade) tube fittings and clamps including making good the walls, ceiling and floor including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

20mm. (twenty milimetre) nominal bore

Providing and laying 20mm. (twenty milimetre) nominal bore in trenches galvanised mild steel tubes (Medium grade), tube fittings (earth work in trenches to be measured and paid separately) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and fixing vitreous china wash down, water closet squatting pan Orrissa pattern of Hindware (Indian type W.C. pan) cat No. 20004 having size 58x40cm. (earth work bed concrete, foot rest and trap to be measured and paid for separately) as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing vitreous china wash down, water closet No. 20007 size 58x40cm. of Hindware in white shade( European type W.C. pan) with integral ' P ' or S trap including jointing the trap with soil pipe in cement motar 1:1(1 cement :sand ) ( Seat and over to be measured and paid for separately ) as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 10.00/12.50/15.00 litres vitreous china low level flushing cistern with a pair of C.L or mild steel brackets complete with fitting such as lead valve less syphon 15mm (fifteen millimetre) nominal size brass ball valve with polythene float, C.P. brass handle, unions and couplings for connections with inlet, outlet and overflow pipe, 40mm (forty milimetre) dia C.P., flush bend inculding cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (overflow pipe to be measured and paid for seperately)

Providing and fixing flat back type of size 430mm x 260mm x 350mm. Large No. 60002 of Hindware or its equivalent urinal including connection the urinal with waste pipe by means of white lead mixed with chopped hemp ( waste pipe to be measured and paid separetly) as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing Vitreous China 5 ltr automatic flushing cistern with a pair of C.I or M.S brackets complete with fittings including C.I Syphonic apparatus, mosquito proof lid, C.P Brass unions and coupling for connections with inlet, outlet and making good the same (overflow pipe to be measured and paid for separetely) including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 15mm (fifteen milimetre) nominal bore C.P brass flush/ pipe spreader for Urinal with fitting such as unionss clamps etc.( all in CP brass) including cutting hole and making good the same including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing vitreous China of size 630mm x 450mm wash basin with single hole for pillar tap with C.I or M.S brackets painted white including cutting holes and making good the same but excluding fittings including cutting hole and making good the same including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 32mm. dia C.P. brass waste for wash basin or sink as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 32mm. dia M.I. Union for wash basin or sink as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 600mmx450mm bevelled edge mirror of superior glass mounted on 6mm thick A.C. sheet or plywood sheet and fixed to wooden plugs with CP brass screws and washers as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing chromium plated brass soap dish with C.P. brass brackets fixed to wooden cleats with C.P. brass screws complete, including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing division plate for Urinals 600 mm x 300 mm. Vitreous China including carriage of material, labour,tool and plants through all modes of transporation within all leads and as per direction of the Engineer-in-charge.

Providing and fixing 15mm nominal dia. C.P. brass bib tap with capstan head of JAL/ESS ESS as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 15mm dia. C.P. brass pillar tap with capstan head of JAL/ESS ESS as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 15mm dia. C.P. brass stop cock as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 15mm nominal bore PVC connection pipe with brass union (a) 300/450mm length as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 20mm nominal bore brass full way valve with wheel of JAL/ESS ESS as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing Plytheline- Aluminium- Polyetheline (PE-AL-PE) composite presure pipe of supreme U.V stabilized with carbon black confirming to IS-15450-2004 water supply including clamp at one metre spacing, cutting, fixing and making good the wall etc. but excluding the cost of fittings (internal work) pipes exposed on wall as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

1216 (16mm. O.D. pipe)

1620 (20 mm. O.D. pipe)

Providing and fixing plytheline Aluminium plytheline (PE-AL-PE) composite end seal compression fittings as per IS-15450-2004 of KITEC or its equivalent for cold water supply e.g. tees, elbows, reducers, connectors, couplers and clamps with jointing testing and fittings complete including cutting and making good the walls etc. as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

(a) Equal Tees 1216.

Equal Tees 1620

Reducing Tees 1620 x all branches

Female branch tee 1216 x1216x 15mm. thread

Female branch tee 1620x1620x20mm. thread

Female elnows 1216 x 15mm. Thread

Female elnows 1620 x 15mm. thread

Male thread connector 1216 x 15mm. Thread

Male thread connector 1620 x 15mm. Thread

Female thread connector 1216 x15 mm. thread

Female thread connector 1620 x15 mm. thread

couplers 1216

couplers 1620

Reducers 1620 x 1216

Providing and fixing PTMT jet spray of approved quality and colour with one metre tube including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 1000 litres capacity PVC water storage tank of ISI:12701 marked , G.I. inlet and out let connection , 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hositing up to all heights above ground level as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 2000 litres capacity PVC water storage tank of ISI:12701 marked , G.I. inlet and out let connection , 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hositing up to all heights above ground level as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 110x90mm PVC floor trap ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc complete as per HPPWD specification of 1990 volume-1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge.

Providing and fixing 110mm. (One hundred and ten milimetre) dia high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and fixing 150mm. (One hundred and ten milimetre) dia

Providing and fixing 110mm (One hundred and ten milimetre) dia high pressure PVC pipes in trenches ISI marked including fixing with approved adhesive etc. complete including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and fixing 110mm (One hundred and ten milimetre) dia PVC single equal branch with oval access door, ISI marked insertion rubber washer 3mm thick bolts and nuts complete including fixing with approved adhesive etc. Complete including carriage of material , labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and fixing 110mm (One hundred and ten milimetre) dia PVC door bend with oval access door, insertion rubber washer 3mm (three millimetre) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and fixing 110mm (One hundred and ten milimetre) dia PVC single equal branch plain ISI marked including fixing with approved adhesive etc. Complete as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour,tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 110mm dia. PVC plain bend ISI marked including fixing with approved adhesive complete as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 110mm dia. PVC clamps ISI marked including fixing with approved adhesive complete as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 110mm dia PVC “P” or “S” trap for water closet (squatting Pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. complete as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providing and fixing 100mm. dia chromium plated grating of superior quality for floor, gully or nahani trap including as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Constructing manhole with RCC top slab in 1:2:4 mix in 1 cement:2sand:4 crushed stone aggregate 20mm nominal size) foundation concrete 1:4:8 (1cement :4 sand : 8 crushed stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3 (1cement:3sand) finished with a floating coat of neat cement and making channels in concrete 1:2:4 mix 1cement:2sand:4 crushed stone aggregate 20mm nominal size) finished smooth complete (a) Inside size 800mmx800mm and 500mm deep including C.I. Cover with frame (Light duty single seal patteren -1) 455mmx610mm internal dimensions total weight cover and frame to be not less than 38 kg. (Weight of cover 23 kg. and weight of frame 15 kg.) I) With 200mm thick walls of brick Masonry using common brunt clay building bricks in cement mortar 1:3 (1Cement :3sand) complete as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Inside size 800mmx800mm and 1000mm deep including C.I. Cover with frame (Light duty single seal patteren -1) 455mmx610mm internal dimensions total weight cover and frame to be not less than 38 kg. (Weight of cover 23 kg. and weight of frame 15 kg.) I) With 200mm thickwalls of brick Masonry using common brunt clay building bricks in C.M 1:3 (1Cement :3sand) complete as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common brunt clay building bricks in cement mortor 1:5 (1 cement:5 sand) C.I cover with frame (light duty) 355 mmx 610 mm internal dimenshions total weight of cover with frame to be not less than 38 Kg (weight of cover 23 Kg and weight of frame 15 Kg) R.C.C top slab with 1:2:4 mix (1 cement:2 Sand:4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 Sand: 10 graded stone aggregate 40 mm nominal size) inside plaster 15mm thick with cement mortar 1:3 (1 cement: 3 Sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

inside dimenshion 455mmx610mmx450mm deep single pipe line.

Supplying and stacking broken stone/crushed stone 40mm (forty millimetre) Nominal size as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providign and laying (to level or slopes) and jointing with stiff mixture of cement mortar in the proportion of 1:1 (One cement isto one sand) salt glazed stoneware pipes grad 'A' of the following internal diameters including testing of pipes and joints complete 100mm. (One hundred milimetre) as per HP.PWD sepcification of 1990 volume - 1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per direction of the Engineer-in-charge.

Providiging and laying cement cocnrete 1:4:8 (One cement isto four sand isto eight graded stone aggregate 40mm.(Forty milimetre) nominal size) bedding for stoneware pipes of 100 mm.(one hundred milimetre) internal diameters, including carriage of material through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and fixing precast reinforced cement concrete man hole cover 650x500mm size and 62.5 thick complete including carriage of material within all leads lifts and other incidentals

Providing and fixing precast rinforced cement concrete man hole cover 350mmx350 mm size and 62.5 thick complete including carriage of material within all leads lifts and other incidentals

Providing and fixing 100 mm. (One hundred milimetre ) dia sand cast iron/cast iron spun fittings with accessories bends of required degree with oval access door insertion rubber washer 2mm. thick bolts and nuts including carriage of materia through all modes of transporation within all leads and lifts as per PWD specification and as per the entire satisfaction and direction of the Engineer-in-charge.

Vinod Kumar