Construction of Staff quarter for Zonal Hospital at Dharamshala in Distt. Kangra Himachal Pradesh

Amount

Excavation in foundation, trenches etc. in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited , chiseling or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil upto all leads and lifts clear from the edge of excavation and then retuning the stacked soil in15cm (Fifteen centimeter)layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth as directed by the Engineer-in-Charge, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Excavation in drains and channels etc; in earth work in all kind of soil, such as pick work, jumper work, pick jumper work, blasting work, hard and soft blasting, saturated soil including chiseling or any other mixed variety of soil, lift upto any heights, stacking the excavated soil for all heights from the edge of excavation upto all lead and lift layer when required into plinths sides of foundations etc. Consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Sand filling in plinth with sand under floor including watering, ramming, consolidating and dressing complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in Foundation footings, bases of columns and mass concrete. Within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters)thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters),so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in beams cantilevers, girders lintels, sides, and soffits of beams haunchings, cantilevers bressumers and lintels upto all depths within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in Flat surfaces such as soffits of suspended floors roofs, landings windows sills, cornices, arches, moulding, corbelling including curved surfaces where ever required as per Architectural drawing and the like floor etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters)thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters),so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillars , posts and struts, square, rectangular, polygonal in plan, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters) thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced plain concrete work in work in edge of slab and breaks in floors and walls under any thickness within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters) thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters),so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced plain concrete work in stairs cases with slopping or stepped soffits, excluding, landing, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying cement concrete 1:6:12 (One cement ; Six sand ; Twelve graded broken/crushed stone aggregate 40mm (Forty millimeters) nominal size) and curing complete excluding cost of forms work in foundation and plinth, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (One cement: Four sand: Eight graded crushed/broken stone aggregate 40mm (Forty milimetres) nominal size) mechanically mixed and curing complete excluding cost of forms work in foundation and plinth. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and laying reinforcement concrete work of grade M-20 (M-Twenty) mix design to obtain the minimum compressive strength of 20N/mm square with cement contents not less than 330 kg (Three hundred thirty kilograms) mechanically mixed and vibrated including curing complete but excluding the cost of form work and reinforcement for reinforced concrete work in foundation, footing, bases of columns and the like mass concrete within all leads, lifts of materials and other. incidentals and as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated reinforced cement concrete of grade M-20 (M- twenty) mix design to obtain the minimum charaterstic compresieve strength of 20 N/mm square with cement contents not less than 320 kg (Three hundred twenty kilogram) per cubic metre, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves their supports balconies, beams, girder, bressumers and cantilevers including mouldings, cornices etc; within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated reinforced cement concrete of grade M-20 (M- twenty) mix design to obtain the minimum charaterstic compresieve strength of 20 N/mm square with cement contents not less than 320 kg (Three hundred twenty kilogram) per cubic metre, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in columns, pillars posts and struts for all floors heights within all leads, lifts of materials and other. incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum crushing strength of 20N/mm square with minimum cement contents of 310 kg (Three hundred ten kilogram) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in Stair cases (except spiral stair cases excluding landings, but including preparing of top surfaces and finishing of nosing upto all floor level within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated reinforced cement concrete of grade M-20 (M- twenty) mix design to obtain the minimum charaterstic compresieve strength of 20 N/mm square with cement contents not less than 320 kg (Three hundred twenty kilogram) per cubic metre, mechanically mixed and vibrated including curing complete including cost of form work for reinforced concrete Chhajjas for all thickness in all floor levels up to all heights including finishing the exposed surface with cement mortar 1:3 (One cement : Three sand) to give a smooth and even surface including centering/ form work and curing complete but excluding the cost of reinforcement for reinforced concrete work up to all floors level up to all height as per direction of Engineer-In-charge. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying reinforcement concrete work M-20 (M-twenty) mix design to obtain the minimum compressive strength of 20N/mm square with minimum cement contents not less than 320 kg (Three hundred twenty kilogram) michanically mixed and vibrated to give smooth and even surfaces including centring and shuttering etc. but excluding the cost of reinforcement as in mouldings as in string courses copping bed plate, anchor block, plain window sill and like in girth as per drawing and design complete upto all floor level within all leads, lifts of materials and other. incidentals and as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing Tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete including cost of binding wires complete and other incidentals due for its completion for all floors within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and laying Damp Proof Course 100mm (one hundred milimetres) thick with cement concrete 1:2:4 (one cement: two sand: four graded crushed stone aggregate 12.5mm (Twelve decimal five milimetres nominal size) and curing complete, as required at site within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Applying a coat of hot bitumen mexphalt 80/100 (Eighty/Hundred) or equivalent using 1.70 Kgs. (one decimal seventy Kilogram’s) per square metre. On Damp Proof Course after cleaning the surface with a place of cloth lightly soaked in kerosene oil; within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing in Reinforced Cement Concrete work smooth finishing on exposed surfaces with cement mortar 1:3 (One cement: Three sand) for all floors within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing throating or plaster drip and moulding to Reinforced cement concrete chajja. within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer-in-Charge.

Second class brick work using common burnt clay building bricks in super-structure upto all floor level in cement mortar 1:6(One cement: Six sand) within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.

Second class half brick masonry using common brunt clay building bricks in super-structure above plinth level upto floor all level with hoop iron in cement mortar 1:4 (One cement: Four sand) within all leads, lifts of materials and other incidentals.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (One cement : Six sand : Twelve graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) at plinth level in cement mortar 1:6 (One cement: Six sand) complete, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Boulder filling dry hand packed tightly under floor. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 12mm(Twelve milimetres) thick preliminated board Parkar only or equivalent both side Phenol bounded particle board I.S. No 12823 exterior/interior grade shutters with 40mm(Forty milimetres) frame of first class deodar wood for doors including bright finished/black enameled iron butt hinges with necessary screws including hard wood beading on both sides of shutters within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer-in-Charge.

Providing and fixing 40mm (Forty milimetres) thick 2nd class deodar wood work panelled shutters having 12mm(Twelve milimetres) thick water proof ply of I.S. No 303 and 1mm (one millimetre) thick alluminium sheet upto 90/100cms heights including both side beading complete in all respect as per MORD technical specification. within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer-in-Charge.

Providing and fixing 40mm (Forty milimetres) thick second class deodar wood wire gauge shutters using galvanized M.S. wire gauge of IS gauge designation 85 G with wire of 0.56mm (Zero decimal five six milimetres) diameters for doors, windows and clerestory windows including bright finished /black enameled iron hinges with screws within all leads, lifts of materials and other incidentals

Providing and fixing 19mm (Nineteen milimetres) thick water proof terminate resistant commercial board Century/Alpro or equivalent in shelves/box for cup-board with butt joints and fixing with naills and screws etc, all cut of shelves and box shall be finished with 12mm ( Twelve milimetres) including hard wood edging within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer-in-Charge

Providing and fixing 19mm (Nineteen milimetres) thick commercial board Parkar only or equivalent water proof shutter for cup board fixing with nickel plated piano hinges with screw etc., hard wood edging as per MORD technical specification within all leads, lifts of materials and other. Incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 1.00mm (one point zero millimetre thick) coloured or plain lamination sheet (sunmica) on boards/ply wood sheets with approved adhesive and nails etc complete. within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer-in-Charge

Providing and fixing 6mm (six milimetres) thick ply wood lining with butt joints and nails on back side of cup-board box within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 8mm (eight millimetre) thick Cement bonded particle board ceiling of approved quality with butt jointing and nail (frame work and cover fillets to be paid for separately within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 1st (first) class deodar square edges cover fillets (beading) 19mmx6mm (nineteen millimetre into six millimetre) section including mitring at junctions with wood screws and nails complete. wood within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer-in-Charge.

Providing and fixing aluminium handles Pilot/Sheel or its equivalent anodized transparent or dyed to required colour and shade with necessary screws etc. within all leads, lifts of materials and other. Incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

125mm (One hundred twenty five milimetres) size

100mm (One hundred milimetres) size

Providing and fixing 150x10mm (One hundred fifty into Ten milimetres) size aluminium Pilot/sheet or equivalent anodized transparent or dyed to required colour and shade with necessary screws etc.Tower bolts (Barrel type) bright finished with nuts and screws etc. complete . within all leads, lifts of materials and other. incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 300x16mm (Three hundred into Sixteen milimetres) size aluminium Pilot/Sheet or equivalent sliding door bolts anodized transparent or dyed to required colour and shade with necessary screws etc. within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 10 mm (ten millimetre) diametre bright finished brass ball catcher within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 65x35mm (Sixty five into Thirty five milimetres) special quality bright finished brass cup-board locks or ward robe locks with six levers including necessary screws etcetra complete (Indian make of approved quality) within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 100mm (one hundred millimetre) bright finished brass floor door stopper with rubber cushion screws etc. to suit shutter thickness complete. within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer-in-Charge.

Providing and fixing oxidized 150mm (One hundred fifty milimetres) size M.S. hooks and eyes complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge

Providing and fixing 12mm (twelve millimetre) thick 150mm (one hundred fifty millimetre) wide pelmet with 25 mm (twenty five millimetre) diametre wooden curtain rods and brackets including fixing 25x3mm (twenty five into three millimetre) M.S. flat at 10 cm (ten centimetre) Long and plugs etc. complete. 1st class deodar wood. within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer-in-Charge.

Providing and Laying automatic hydraulically compressed and polished pre-cast terrazzo tiles 30x30cm(Thirty into Thirty centimeters) ISI marked 1237, in 70% (Seventy pecent) white & 30% (thirty percent) grey cement having 55% (fifty five percent) white chips and 15% each yellow dark green mehroom chips. The size of chips shall be O, B & 2B or its equivalent with 7.5 cm (seven decimal five) centimetre wide Baroda green marble band laid in floor, treads of steps and landing and to be laid on bed of 25mm(Twenty five milimetres) average thickness of cement mortar 1:6 (One cement sito six sand) jointed with cement slurry mixed with pigment to match the shade of tiles (Wherever required) including rubbing and polishing complete as per direction of Engineer-in-charge within all leads and lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge

Providing and Laying automatic hydraulically compressed and polished pre-cast terrazzo tiles 30x30cm(Thirty into Thirty centimeters) ISI marked 1237, in 70% (Seventy pecent) white & 30% (thirty percent) grey cement having 55% (fifty five percent) white chips and 15% each yellow dark green mehroom chips. The size of chips shall be O, B & 2B or its equivalent in skirting, risers of steps and dado and to be laid on bed of 12mm ( Twelve millimetre) average thickness of cement mortar 1:3 (One cement isto three sand) jointed with cement slurry mixed with pigment to match the shade of tiles (Wherever required) including rubbing and polishing complete as per direction of Engineer-in-charge within all leads and lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge

Providing and laying antiskid (Non slippery) mat finished spartic ceremic tiles 5.5mm (Five decimal Five milimetres) thick of Nitco or its equivalent in flooring (300x300mm (Three hundred into Three hundred milimetres) size treads of steps laid on a bed of 12mm (Twelve milimetres) thick cement mortar 1:3(One cement: Three sand) finished with flush pointing in white cement. within all leads and lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing 25mm (Twenty five milimetres) thick Kota Stone flooring 55x55cm (Fifty five into Fifty five centimetres)(Mirror polished) with 7.5 cm (Seven decimal Five centimetres) wide with black mandana /Jaislmer yellow (uniform colour) marble band base of 20mm (twenty millimeter) thick cement mortar 1:4(One cement: Four sand) laid over and jointed with Grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishign complete within all leads, lifts of materials and other. incidentals. as per approved architectural drawing, design and specification as directed by the Engineer-in-Charge

Providing and laying Baroda green marble work (table rubbed and polished) in flooring 20mm (twenty millimetre) thick base in cement mortar 1:3 (one cement: isto three sand) including jointing with cement mortar 1:2 (one white cement isto two marble dust) with an admixure of pigment to match the shade of the marble. 20 mm (twenty millimetre) thick Pink makrana marble within all leads, lifts of materials and other. incidentals. as per approved architectural drawing, design and specification as directed by the Engineer-in-Charge

40 mm (forty millimetre) thick Cement concrete flooring 1:2:4 (1 cement : 2 sand:4 graded stone aggregate 20 mm (twenty millimetre) nominal size) laid in one layer finished with a floating coat of neat Cement within all leads, lifts of materials and other. incidentals. as per approved architectural drawing, design and specification as directed by the Engineer-in-Charge

Providing and laying 6 mm (Six milimetres) thick white glazed tiles of size 30 x 20 cm (thirty centimetre into twenty centimetre) in dado or skirting laid on a bed of 12mm (Twelve milimetres) thick cement mortar 1:3 (One cement isto Three sand) finished with flush pointing in white cement complete. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

20mm (Twenty milimetres) thick cement concrete skirting upto any height with cement mortar 1:3 (One cement : Three sand ) finished with a floating coat of neat cement including rounding of junction with floor as per Architectural Drg. and specification, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing 25mm (Twenty five milimetres) thick kota stone skirting (mirror polished) in risers of steps, dado and pillars laid on a bed of 12mm (Twelve milimetres) (Average) thickness cement mortar 1:3 (One cement : Three sand) and jointed with Grey cement slurry ixed with pgiment to match the shade of the slabs including rubbing and polishing complete within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge

Providing and fixing 40mm (Forty milimetres) wide and 4mm (Four milimetres) thick glass strips in joints of floors. within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge

Making semi rounded nosing to marble work including returned moulded ends and angles to mouldings etc complete in all respect within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge

Providing and fixing 0.60mm (Zero decimal Six Zero milimetres) thick prepainted sheet steel Tata durashine in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating to back coat of polyster of 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks,bolts and nuts 6mm (Six milimetres) diametres with prepainted limpet and rubber washers complete with all accessories as required within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing ridges or hips 60 cm (Sixty centimetres) over all with 0.60cm (Zero decimal Six zero centimetres) thick prepainted steel sheet Tata/Shakti or equivalent roofing with hot dipped metallic Zinc coated sheet with top coat of regular modified polyester (RNP) organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating of back coat of polyester of 5 (Five) microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm (Six milimetres) diametres with prepainted G.I. limpet and bitumen washers complete with all accessories as required within all leads, lifts of materials and other. Incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing valleys 60 cm (Sixty centimetres) over all over all with 0.60cm (Zero decimal Six zero centimetres) thick prepainted steel sheet Tata/Shakti or equivalent roofing with hot dipped metallic Zinc coated sheet with top coat of regular modified polyester organic coating of back coat of polyster of 5 (Five) microns over 5 (Five) microns primer coating to back coat of polyester of 5 (Five) microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm (Six milimetres) diametres with prepainted G.I. limpet and bitumen washers complete with all accessories as required within all leads, lifts of materials and other. Incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing flushing 38cm (thirty eight centimetre) overall with 0.60mm (zero point six zero millimetre) thick prepainted sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 (twenty) microns over 5 (five) microns primer coating + back coat of polyster of 5 (five) microns over 5 (five) microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia meter & prepainted G.I. limpet & bitumen washers complete with all accessories within all leads, lifts of materials and other. Incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing plain M.S. B.P. iron black sheet 1.66mm to 2mm (One decimal sixty six millimeter to Two milimetres) thick 16 gauge fixed in soffits /ceiling including jointing with gas/electric welding in position complete (frame work is to be measured and laid for separately including entire carriage of materials within all leads and lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing 100mm (One hundred milimetres) diametres on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm (Four decimal Five kilograms per square metre) including filling the joints with approved adhesive complete. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing Plain bend 150mm (One hundred fifty milimetres) diametres size on wall faces PVC (D-Plast) for rain water pipes including filling the joints with approved adhesive complete within all leads, lifts of materials and other. Incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 100mm diametre M.S. holder bat clamps of approved design to P.V.C. rain water pipe embedded in and including cement concrete blocks 10x10x20cm of 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm (Twenty milimetres) nominal size and cost of cutting holes and making good the walls etc; within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Steel work welded in built up sections joists channels, angles, tees with connection plates or angles, cleat as in trusses, trussed purlins main and cross beams, hips jack rafters, purlins connected to common rafters and the like in building including cutting, fixing, lifting, hoisting and; placing in position complete and applying a coat of red lead paint within all leads, lifts of materials and other. incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge

Providing and fixing railing for stair case having baluster of 20mm x 20mm twenty millimetre into twenty millimetre) of M.S. solid square bars with a clear height of 85cm (Eighty five centimetres) at the rate of 60 cm (Sixty centimetres) centre to centre jointing in cement concrete steps and jointing with electric/gas welding at top alongwith hand rail of M.S. hollow pipe 50mm (fifty millimetre) diametre (SWG-18) vertical balusters to be welded / jointed with M.S. flat of 40x5mm (Forty into five millimetres) below M.S. hand rail complete with applying a coat of red lead paint within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing M.S. Plain Grills of required pattern in frames of windows and ventilators etc with M.S. flats, square or round bars with round headed bolts and nuts etc or by screws within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing M.S. channels in doors and windows frames manufactured from M.S. channels section 75x40mm (Seventy five into Forty milimetres) M.S. flat 75x4mm (Seventy five into Four milimetres) combination for central members and 75x40mm (Seventy five into Forty milimetres) channel for side frame ( (abutting wall/beam) as per design drawing including hinges, jambs, beeds if required threshold of M.S. angles lugs, with split ends tails to each jambs embedded in cement concrete 1:3:6 (One cement : Three sand : Six graded crushed stone aggregate 20mm (Twenty milimetres) block of 15x10x10 cm (Fifteen into Ten into Ten centimetres) with a provision of locking arrangements shock absorbers as specified and applying coat of approved steel primer after pre-treatment of surfaces as directed by the Engineer–Incharge within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing angle iron door,window,clerestory window frame (singlerebate) manufactured from steel iron section of 40X40X4 four millimetre) including hinges jamb,lock jamb,beed and if required angle thrashold ofmild steel angle 50X25 mm (fifty into twenty five millimetre) welded or rigidly fixed by mechanical means,lugs with split end tails to each jamb including steel butt hinges 2.5 mm (two point five millimetre) thick with provision for locking arrangement and shock absorber as specified and applying a coat of approved steel primer after preteatment of the surface within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing angle iron door,window,clerestory window frame(double rebate) manufactured from steel iron section of 40X40X4 mm (forty into forty into four millimetre) thickness and MS flat 50x4mm (fifty into four millimetre) and 12 x 4mm ( Twevle into four millimetre) as per drawing including hinges jamb,lock jamb,beed and if required angle thrashold ofmild steel angle 50X25 mm (fifty into twenty five millimetre) welded or rigidly fixed by mechanical means,lugs with split end tails to each jamb including steel butt hinges 2.5 mm (two point five millimetre) thick with provision for locking arrangement and shock absorber as specified and applying a coat of approved steel primer after preteatment of the surface within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing and fixing steel glazed doors, windows and ventilators of standerd rolled steel sections, joints mitred and welded with 16x3.15 mm (sixteen into three point one five) lugs 10 cm (ten centimetre) long embedded in cement concrete blocks 15 cmx10cmx10cm (fifteen centimetre into ten centimetre into ten centimetre) size of 1:3:6 (one cement isto three sand istyo six graded stone aggregate 20mm (twenty millimetre) nominal size) or with wooden plugs and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required and iron fittings,including providing and fixing of glass panes with glazing clips and special metal sesh put of approved make complete including applying a priming coat of red lead paint within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Fixed steel windows

Side hung windows

Top hung ventilators

Applying priming coat with Nerolac/Asian or equivalent enamel paint or equivalent over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) sand papering and knotting with ready mixed paint brushing wood primer pink within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Painting two coats(excluding priming coat) on new wood and wood based surfaces with enamel paint white paint brushing to give an any shade including cleaning the surfaces of all dirt, dust and other foreign matters sand papering and stopping within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Applying priming coat over new steel and other metal surfaces after and including preparing the surfaces of all dirt, dust and other foreign matter and sand papering and knotting with ready mixed paint brushing wood primer pink within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Painting two coats(excluding priming coat)on new steel and other metal surfaces with enamel paint brushing to give an any shade including cleaning the surfaces of all dirt, dust and other foreign matters-enamel paint white within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

6mm (Six milimetres) thick cement plasters in ceiling with cement mortar 1:3 (One cement isto three sand) for all heights within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

15mm (Fifteen milimetres) thick cement plaster in single coat on rough side of brick/concrete/ stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) within all leads, lifts of materials and other incidentals.as per approved drawing, design and as directed by the Engineer-in-Charge.

15mm (Fifteen milimetres) thick cement plaster in single coat on fair side of brick/concrete/ stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) within all leads, lifts of materials and other incidentals.

20 mm ( Twenty milimetres) thick moulded cement mortar raised band in cement mortar 1:4 ( one cement isto four sand) within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by 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 smooth finish to the surface complete. within all leads, lifts of materials and other. incidentals. as per approved drawing, design and as directed by 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 within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

White washing with lime and fevicol mix on un-decorated wall surfaces (two or more coats) to give an even shade including thoroughly brooming the surfaces to remove all dirt, dust, mortar, dirt and other foreign matter, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Distemper (Two or more coats) of approved brand and manufacture and of required shade on un-decorated wall surfaces to give an even shade over and incuding a priming coat with distemper primer of ap-proved brand and manufacture after thoroughly brushing the surface free from mortar droppings and also including preparing the surface even and sand papered smooth primer coat with distemper primer within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Distempering with dry distemper of approved brand and manufacture(Two coats) and of required shade on undecorated wall surface to given an even shade over and including primer coat of whiting after thoroughly brushing the surface free from mortar droppings and other foreign matter including preparing the surface even and sand papered smooth within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 40cm ( forty centimeters) wide 30cm (thirty centimeters) deep as per design and drawing 0.63mm (Zero decimal six three milimetres) thick plain G.I. sheet gutter with iron brackets 40x3mm (Forty into Three milimetres) size bolts and nuts and washers etcetera including making necessary connections with rain water pipe and providing complete accesories within all leads, lifts of materials and other. incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge

Providing and Fixing 19mm thick trap door of size 90cm x 120 cm (ninety centimetre into one hundred twenty centimetre) dhall be made of water proof commercial board with 25mm x 25mm x5mm (twenty fiv millimetre into twenty fiv millimetre ino five millimetre) angle iron frame complete in all respect as per MORD technical specifications and drawings within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Finishing walls with weather proof exterior grade emulsion of approved shade Heritage paint on un decorated wall surfaces( two coats) to give an even shade and final finish after throughly brushing the surface clean of all dirt, dust, loose pieces of scales and also including preparing the surface even and sand papered smooth complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing under layer for plinth protection of 75mm (Seventy five milimetres) thick(un-consolidated)bed of dry brick/stone aggregate 40mm (Forty milimetres) nominal sizes well rammed and consolidated and grouted with fine sand including preparation of ground within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Providing plinth protection 50mm (Fifty milimetres) thick cement concrete 1:3:6 (One cement: Three sand: Six graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) including finishing the top surfaces of concrete smooth within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

Construction course rubble hammer dressed ‘U’ shape open surfaces drain with side wall 15x22cms (Fifteen into twenty two centimeters) in cement mortar 1:6 (one cement :six sand) and inside plastering with cement plaster 1:3(one cement :three sand) including earth work and laying 10cm (Ten centimeters) cement concrete in 1:5:10 (One cement: five sand: ten graded) crushed stone aggregate 40mm(Forty millimeters) nominal size and 7.5cm (Seven decimal five centimetres)cement concrete 1:2:4 (One cement: two sand: four graded) crushed stone aggregate 20mm(Twenty millimeters) nominal size and finished with a floating cost of neat cement complete as per standard design within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

WATER SUPPLY & SANITARY INSTALATION Providing and fixing polythelene aluminum polythelene (PE- AL-PE) composite pressure pipe U.V. stabilized with carbon block confirming to I.S. 1545-2004 of Kitec or its equivalent for water supply including clamps at appropriate spacing, cutting fixing and making good the walls etcetera; but excluding the cost of fittings (Internal work), including filling the joints with approved adhesive complete including entire carriage of materials within all leads lifts and other incidentals.

1216 (16mm) sixteen millimeter diameter pipe O.D. pipe

1620 (20mm) twenty millimeter diameter pipe O.D. pipe

Providing and fixing 110 x 90mm (One hundred ten into Ninety milimetres) P.V.C. Supreme/ Kishan/ Astral or equivalent floor trap ISI marked of self cleaning design including with approved adhesive cost of cutting and making good walls and floors complete, within all leads, lifts of materials and other incidentals

Providing and fixing high pressure PVC of Hindware spigot and socket, waste and ventilating pipes Class "B" ISI marked including fixing with approved adhesive etc. complete with approved adhesive within all leads, lifts of materials and other incidentals

150mm (One hundred fifty milimetres) diametres

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing P.V.C. Supreme/ Kishan/ Astral or equivalent tees medium class, ISI marked including fixing with approved adhesive within all leads, lifts of materials and other incidentals

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3 mm (three millimetre) thick bolts and nuts complete including fixing with approved adhesive etc. complete within all leads, lifts of materials and other incidentals

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing P.V.C. Supreme/ Kishan/ Astral or equivalent pipefittings and accessories single for sewerage pipe confirm to IS No. 14735-99 plain bend complete including fixing with approved adhesive within all leads, lifts of materials and other incidentals

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing PVC door bend with oval access door, insertion rubber washer 3 mm (three millimetre) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete complete including entire carriage of materials within all leads lifts and other incidentals.

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing P.V.C. Supreme/ Kishan/ Astral or equivalent Collar ISI marked including fixing with approved adhesive complete, within all leads, lifts of materials and other incidentals

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing PVC clamps for PVC pipe within all leads, lifts of materials and other incidentals

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing 110mm (one hundred ten) millimetre diametre 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 within all leads, lifts of materials and other incidentals

Providing and fixing 10.00 (ten) litres capacity PVC vitreous China low level flushing cistern with a pair of C.I. or mild steel brackets, complete with fitting such as lead valve less syphon, 15mm nominal size brass ball valve with polythene float, C.P. Brass handle, unions and couplings for connections with inlet, outlet and overflow pipes, 40mm dia C.P. flush bend including 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 separately) within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing plastic seat ( hollow type) and cover for wash down water closet of hindware with CP brass hindges and rubber buffers- black or white seat and cover within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing IS marked big size No. 2011 Hindware or equivalent in white colour vitreous china water closet squatting pan (Orrisa type W.C. pan) size 550 x 400 (five hundred fifty into four hundred millimetre) size Orissa pattern (earth work, bed concrete, foot rest and trap to be measured and paid for separately) within all leads, lifts of materials and other incidentals

Providing and fixing vitreous China ordinary wash down, water closet (European type. W.C. pan) with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1(1 cement : 1 sand) (Seat and over to be measured and paid for separately within all leads, lifts of materials and other incidentals

Providing and fixing vitreous china wash basin I.S. No. 1025 of Hindware or equivalent 55x40x80cm (Fifty five into forty into eighty centimetres) with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same with pedestal but excluding fittings within all leads, lifts of materials and other incidentals

Providing and fixing vitreous china pedestal of Hindware or equivalent for wash basin recess at the back for the reception of pipe and fittings within all leads, lifts of materials and other incidentals

Providing and fixing 32mm (Thirty two millimetre) dia CP brass waste for wash basin or sink within all leads, lifts of materials and other incidentals

Providing and fixing flat back 600x450mm (Six hundred into Four hundred fifty milimetres) beveled edge mirror or superior glass mounted on 6mm (Six milimetres) thick A.C. sheet or ply wood sheet and fixed to wooden plugs with C.P. brass and screws and washers within all leads, lifts of materials and other incidentals

Providing and fixing 600x120mm (Six hundred into One hundred twenty milimetres) glass shelf with C.P. brass Jal/ESS ESS or equivalent (Heavy duty makes ISI marked is No. 8931 & 8934) brackets and guard rail complete fixed to wooden plugs with C.P. brass screws within all leads, lifts of materials and other incidentals

Providing and fixing C.P. brass toilet paper holder Jal/ESS ESS or equivalent (Heavy duty make ISI marked NO-8931 & 8934) within all leads, lifts of materials and other incidentals

Providing and fixing chromium plated.(Heavy duty makes ISI marked is No. 8931 & 8934) brass soap dish with C.P. brass brackets fixed to wooden cleats with C.P. brass screws, within all leads, lifts of materials and other incidentals

Providing and fixing 15mm (Fifteen millimetres) nominal bore chromium plated brass (ISI marked No. 8931) bib tap, within all leads, lifts of materials and other incidentals and as directed by the Engineer-in-Charge.

Providing and fixing 15mm (Fifteen milimetres) diametres brass angle valve (confirming to IS : 8931) Jal/ESS ESS or equivalent as per approved drawing and design directed by the Engineer-in-Charge within all leads, lifts of materials and other incidentals

Providing and fixing 15mm (Fifteen milimetres) diametres C.P. brass pillar tap (confirming to IS 8931) with capstan head Jal/ESS or equivalent within all leads, lifts of materials and other incidentals

Providing and fixing two hole basin mixing Faucet within all leads, lifts of materials and other incidentals

Providing and fixing 15mm (Fifteen milimetres) nominal bore PVC connection pipe with brass union 45cm (Forty five Centimetres) length within all leads, lifts of materials and other incidentals

Providing and fixing brass full way valve with wheel within all leads, lifts of materials and other incidentals

15mm (Fifteen milimetres) nominal bore

20mm (Twenty milimetres) nominal bore

Providing and fixing 100mm (One hundred millimetres) diametres C.P. Grating Jal/ESS ESS or equivalent for gully floor or Nahni trap within all leads, lifts of materials and other incidentals

Providing and fixing chromium plated jet pressure cistern No 2101 for W.C.pan of approved make Jal or its equivlent as per direction of Engineer-in-Charge, within all leads, lifts of materials and other incidentals.

Providing and placing water tank make P.V.C. SINTEX or equivalent having capacity of 1000 (One thousand) liters each tank with necessary fittings including over flow pipe scour pipe etcetera and pads required for in let and out let ball valve with cover and locking arrangements complete in all respect within all leads, lifts of materials and other incidentals

Providing and fixing 610 x 510 mm (siz hundred ten into five hundred ten millimetre) with bowl depth 200 mm (two hundred millimetre) stainless steel kitchen sink of approved standard ISI make with drain board and C.P. waste with C.I. or M.S. Brackets painted white including cutting holes and making good the same but excluding fitting. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing Grab Bar Chromium plated of Hindware 40mm (forty millimetre) diamtre and 300mm (three hundred millimetre) long steel pipe at 78 cms (seventy eight centimetre) height with MS. plates as per MORD technical specification complete in all respect within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 15mm (fifteen millimetre) diametre Brass stop cocks hindware complete in all respect within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 32mm (thirty two millimetre) diametre M.I. Union for wash basin or sink hindware complete in all respect within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Construction manhole with R.C.C. top slab in 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm(Twenty milimetres nominal size) foundation concrete 1:4:8 (One cement: Four sand: Eight graded crushed/broken stone aggregate 40mm(Forty milimetres nominal size) inside plastering 15mm (Fifteen milimetres) thick with cement mortar 1:3 (One Cement: three sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm(Twenty milimetres nominal size) finished smooth complete including curing and testing inside size 800x800mm (Eight hundred into Eight hundred milimetres) 500mm(Five hundred milimetres) deep, including C.I. cover with frame (light duty single seal pattern -I) 450x610mm (Four hundred fifty into six hundred and ten milimetres) internal dimensions total weight of cover and frame to be not less than 38 Kgs (Thirty eight kilograms) weight of cover 23Kgs (Twenty three kilograms) and weight of frame 15 Kgs (Fifteen kilograms) with 300mm (Three hundred milimetres) thick walls of squared rubble masonry coursed with hard stone of approved quality in cement mortar 1:3 (one cement: three sand) within all leads, lifts of materials and other incidentals.

Construction manhole with R.C.C. top slab in 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm(Twenty milimetres nominal size) foundation concrete 1:4:8(One cement: Four sand: Eight graded crushed/broken stone aggregate 40mm(Forty milimetres nominal size) inside plastering 15mm ( Fifteen milimetres) thick with cement mortar 1:3 ( One Cement: three sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm(Twenty milimetres nominal size) finished smooth complete including curing and testing inside size 800x800mm (Eight hundred into Eight hundred milimetres) 1.00 mtrs(One metre) deep, including C.I. cover with frame (light duty single seal pattern -I) 455x610mm (Four hundred fifty five into six hundred and ten milimetres) internal dimensions total weight of cover and frame to be not less than 38 Kgs (Thirty eight kilograms) weight of cover 23Kgs(twenty three kilograms) and weight of frame 15 Kgs (Fifteen kilograms) with 300mm (Three hundred milimetres) thick walls of squared rubble masonry coursed with hard stone of approved quality in cement mortar 1:3 (one cement: three sand) within all leads, lifts of materials and other incidentals.

Constructing brick masonry chamber for under ground C.I. inspection chamber and bends with common burnt clay building bricks in cement mortar 1:5(One cement: Five sand) C.I. cover with frame(light duty) 455x610mm(Four hundred fifty five into Six hundred ten milimetres)internal dimensions total weight cover and frame to be not less than 38Kgs (Thirty eight Kilograms) weight of cover 23 Kgs (twenty three kilograms)and weight of frame 15 Kgs (Fifteen kilograms) RCC top slab with 1:2:4 (One cement: Two sand: Four graded crushed stone aggregate 20mm (Twenty milimetres nominal size) foundation concrete 1:5:10 (One cement: Fiver sand: Ten graded crushed/broken stone aggregate 40mm(Forty milimetres nominal size) inside plastering 15mm ( Fifteen milimetres) thick with cement mortar 1:3 ( One Cement: three sand) finished with a floating coat of neat cement on walls and bed concrete etc. complete inside dimensions 455x610mmx450mm (Four hundred fifty five into Six hundred ten into Four hundred fifty milimetres) deep within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (one Cement isto four Sand isto eight graded stone aggregate 40mm (forty millimetre) nominal size ) bedding for stoneware pipes of the following internal diameters, necessary form work and curing complete within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 32mm (Thirty two millimetres) diameters P.V.C. waste pipe for wash basin or sink including brass check nut complete, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Making connection of galvanized mild steel distribution branch with galvanized mild steel main 20mm to 40nmm (Twenty milimetres to Forty milimetres) nominal bore by providing and fixing tees including cutting and threading the pipe complete including entire carriage of materials within all leads lifts and other incidentals.

Vinod Kumar

Sushil Sharma