Construction of Science Block (Additional Accommodation) Govt. Sr. Sec. School Building at Bhawarna in Tehsil Palampur, Distt. Kangra (H.P.)(

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 not more than 3 mtrs (Three metres) clear from the edge of excavation and then retuning the stacked soil in 15cm (Fifteen centimeter)layers, when required into plinths, sides of foundation 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.

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, saturator 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 and then returning the stacked soil in 15cm (Fifteen centimeter) 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.

Providing and laying cement concrete 1:4:8 ( One Cement isto four Sand isto eight graded crushed stone aggregate 40 mm (forty milimetre) nominal size mechanically mixed and curing complete excluding the cost of form work. in foundation and Plinth including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and directed by the Engineer-in-Charge.

Boulder filling dry hand packed tightly in under floors including watering ramming and consolidating and dressing complete to the entire satisfaction of the Engineer-in-charge within all leads and lifts of materials and other incidentals.

Providing and laying cement concrete 1:6:12 (one cement is to six sand is to twelve graded crushed stone aggregate 40 mm (forty millimetre) nominal size mechanically mixed and curing complete excluding the cost of centring and shuttering in foundation and Plinth including carriage of materials with in all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Filling in Plinth with sand under floors including watering ramming and consolidating and dressing complete to the entire satisfaction of the Engineer-in-charge within all leads and lifts of materials and other incidentals.

Providing form work with steel plates 3.15mm.(Three decimal one five 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 battens and ballies upto all heights/ depth of propping and centering below supporting floor to ceiling upto all height and removal of the same for insitu- reinforced concrete and plain concrete work in Foundation, footings basis of columns etc. and mass concrete including carriage of material within all leads, lifts and other incidentals as per approved drawing, design and 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 beams cantilevers, girders lintels, sides, and soffits of beams, beam, hunchings, 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 column pillar, post and struts, square, rectangular or polygonal in plain 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 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 battens and ballies complete upto all heights/ depth of propping and centering below supporting floor to ceiling upto all height and removal of the same for insitu- reinforced concrete and plain concrete work in Flat surfaces such as soffits of suspended floors, roofs, landings and the like including carriage of material within all leads, lifts and other incidentals.

Providing form work with steel plates 3.15mm. (Three decimal fifteen milimetre) thick welded with angle iron frame 30x30x5mm (Thirty milimetre into thirty milimetre into five milimetre).,so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies heights of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced concrete and plain concrete work in stair cases with slopping or stepped soffits excluding landing including carriage of materials within all leads and lifts and other incidentals.

Providing form work with steel plates 3.15mm. (Three decimal fifteen milimetre) thick welded with angle iron frame 30x30x5mm (Thirty milimetre into thirty milimetre into five milimetre).,so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies heights of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced concrete and plain concrete work in vertical surfaces such as walls any thickness partition and the like including attached pilasters, buttresses, plinth and string courses and the like including carriage of materials within all leads and lifts and other incidentals.

Providing form work with steel plates 3.15mm. (Three decimal one five milimetre) thick welded with angle iron frame 30x30x5mm (Thirty milimetre into thirty milimetre into five milimetre ).,so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies for all heights/depths of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced concrete and plain concrete work in Edges of slab and breaks in floors and walls under any thickness, the rate is inclusive of all leads and lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete work of grade M-20 (M- Twenty) design mix to obtain the minimum compressive strength of 20N/mm2 (Twenty newton per square millimetre) with cement contents not less than 320 Kgs/m3 (three hundred twenty kilogrammes per Cubicmetre) 20mm (Twenty milimetre) crushed stone aggregate mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation and plinth including carriage of material within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete work of grade M-20 (M- Twenty) design mix to obtain the minimum compressive strength of 20N/mm2 (Twenty newton per square millimetre) with cement contents not less than 330 Kgs/m3 (three hundred thirty kilogrammes per Cubicmetre) 20mm (Twenty milimetre) crushed stone aggregate mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation footings, bases of columns and the like and mass concrete including carriage of material within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete work of grade M-20 (M- Twenty) design mix to obtain the minimum compressive strength of 20N/mm2 (Twenty newton per square millimetre) with cement contents not less than 320 Kgs/m3 (three hundred twenty kilogrammes per Cubicmetre) 20mm (Twenty milimetre) crushed stone aggregate mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work inin wall any thickness including attached pillasters, buttresses, plinth and string courses etc. from the top of the foundation including carriage of material within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete work of grade M-20 (M- Twenty) design mix to obtain the minimum compressive strength of 20N/mm2 ( Twenty newton per square millimetre) with cement contents not less than 320 Kgs/m3 (three hundred twenty kilogrammes per Cubicmetre) 20mm (Twenty milimetre) crushed stone aggregate mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor roofs, landing and shelves and their support balconies, lintel beams, girders, breassumers and cantilever up to all floor level including carriage of material within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete grade M-20 (M-Twenty) design mix to obtain the minimum compressive strength of 20 N/mm² (twenty newton per square milimetre) with cement contents not less than 320 kgs/cum (Three hundred twenty Kilograms/ Cubic metre) with 20mm (Twenty milimetre) nominal size crushed stone aggregate mechanically mixed and vibrated including curing complete excluding cost of form work and reinforcement for reinforced concrete work in columns, pillars, posts and struts above plinth level to any level. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete work of grade M-20 (M- Twenty) design mix to obtain the minimum compressive strength of 20N/mm2 ( Twenty newton per square milimetre) with cement contents not less than 320 Kgs/m3 (three hundred twenty kilogrammes per Cubicmetre) 20mm (Twenty milimetre) crushed stone aggregate mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work in stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finishing of nosing upto floor all level including 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 laying reinforced cement concrete of grade M-20 (M-Twenty) design mix to obtain the minimum compressive strength of 20 N/mm² (Twenty newton per square milimetre) with cement contents not less than 320 kg (Three hundred twenty Kilogrammes) per cubic metres mechanically mixed and vibrated including curing complete togive an even surface including centering and shuttering etc. but excluding cost of reinforcement in mouldings as in cornices windows sills etc. exceeding 15cm (Fifteen centimetre) in girth above Plinth level to all floor to level. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing Tor steel reinforcement for Reinforced cement concrete work including cutting, straightening, bending, binding and placing in position and including cost of binding wire complete for all floor level including carriage of materials within all leads and lifts and other incidentals as per the direction of Engineer-in-Charge.

Squared rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:6 (One Cement isto Six Sand) and curing complete. The rate is inclusive for carriage of material within all leads, lifts 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 milimetre) thick with cement concrete 1:2:4 (One cement isto Two sand isto Four graded stone aggregate 12.5mm (Twelve point five milimetres) nominal size and curing complete as per HPPWD specifications or as directed by the Engineer-in-Charge, including carriage of material within all leads, lifts and other incidental.

Applying a coat of hot bitumen mexphalt 80/100 (Eighty oblique One hundred) or equivalent using 1.70 kg (One point seven zero kilogramme) per square metre on Damp Proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil as per HPPWD specifications or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental.

Providing and laying Autoclayed cellular Aerated concrete blocks 200mm (Two hundred milimetre) thick confirming to IS:2185 (iii) 1984 bonded together with ploymer based mortar and finished with 12mm (Twelve milimetre) thick cement plaster 1:6 on both side complete as per HPPWD specifications or as directed by the Engineer-in-Charge, including carriage of material within all leads, lifts and other incidental.

Providing and laying Autoclayed cellular Aerated concrete blocks 150mm (One hundred fifty milimetre) thick confirming to IS:2185 (iii) 1984 bonded together with ploymer based mortar and finished with 12mm (Twelve milimetre) thick cement plaster 1:6 on both side complete as per HPPWD specifications or as directed by the Engineer-in-Charge, including carriage of material within all leads, lifts and other incidental.

Providing and fixing door frame size 105x60mm (One hundred five into Sixty milimetre) single rebate of 37mm (Thirty seven milimetre) NCL seccalar or its equivalent for internal doors fabricated from roll formed section of 1.20mm thick galvanised steel sheet )base steel confirming to IS:513 grade D) galvanised as per IS:277 with zinc coating of 120gm/m2 with total thickness of 0.60mm all welded portion treated with protective coat of zinc rich primer entire frame provided with a coat of rich primer finally powder coated with pure polyster powder coat of 60 microns (grade A coating). The frame shall be mitred jointed with corner brackets made of CRCA electroplated adn will have 3 Nos. 100mm (One hundred milimetre) size and 2mm (Two milimetre) thickness powder coated M.S. butt hinges 6 Nos. 1.2mm thick CRCA electroplated stiffner welded to frame 6 Nos. 200mm (Two hundred milimetre) long M.S. hold fast welded to stiffner plates and one old rop receivers angles 25x50mm (Twenty five into Fifty milimetre) section as tie rod at bottom, including the cost of filling the frame with polythene foam and embeding of hold fast in cement concrete 1:3:6 (One cement isto Three Sand isto Six graded stone aggrgatge 20mm (Twenty milimetre) nominal size block of 15x10x10cm size complegte as per drawings design and specification and as directed by Engineer-in-Charge. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing door frame size 125x60mm (One hundred twenty five into Sixty milimetre)with double rebate of 37mm (Thirty seven milimetre) NCL seccalar or its equivalent for internal doors fabricated from roll formed section of 1.20mm thick galvanised steel sheet )base steel confirming to IS:513 grade D) galvanised as per IS:277 with zinc coating of 120gm/m2 with total thickness of 0.60mm all welded portion treated with protective coat of zinc rich primer entire frame provided with a coat of rich primer finally powder coated with pure polyster powder coat of 60 microns (grade A coating). The frame shall be mitred jointyed with corner brackets made of CRCA electroplated adn will have 3 Nos. 100mm (One hundred milimetre) size and 2mm (Two milimetre) thickness powder coated M.S. butt hinges 6 Nos. 1.2mm thick CRCA electroplated stiffner welded to frame 6 Nos. 200mm (Two hundred milimetre) long M.S. hold fast welded to stiffner plates and one old rop receivers angles 25x50mm (Twenty five into Fifty milimetre) section as tie rod at bottom, including the cost of filling the frame with polythene foam and embeding of hold fast in cement concrete 1:3:6 (One cement isto Three Sand isto Six graded stone aggrgatge 20mm (Twenty milimetre) nominal size block of 15x10x10cm size complegte as per drawings design and specification and as directed by Engineer-in-Charge. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing angle iron cup-board (frame manufactured from M.S angle iron sections 25x25x5mm (Twenty five into mTwenty five into Five milimetre) thickness including hinges jambs, lock jambs, beed and if required angle threshold of mild steel 25x25x5mm welded or rigidly fixed by mechanically means luge split and tails to each jambs including steel butt hinges 2.5 mm thick with provision for locking arrangements and shock absorbers as specified and applying a cost of approved steel primer after pre-treat-ment of the surfaces or as directed by the Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals .

Providing and fixing windows and ventilators frame and shutters fabricated from rolled framed galvanised steel (base steel confirming IS:1513 grade D and zinc coated of 120 grade as per IS:277) colour coated and having total coated thickness not less than 0.60mm (Zero decimal Six Zero milimetre). The colour coated will consist of 5 to 7 micron thick coat of expoxy primer finish coat of 12 to 16 micron thick polyster paint and back coat with alkyd backer of 5 to 5 micron thickness. The fabricated window frame and shutter will have the following confirgration of its component i.e. Outer frame will be of 72x55mm (Seventy two into Fifty five milimetre), Millions will be 72x50mm (Seventy two into Fifty milimetre), Shutter syles and rails will be of 46x20mm (Forty six into Twenty milimetre) section for glazed complete as per drawings design and specification and as directed by Engineer-in-Charge. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Side hung windows

Top hung windows

Fixed glass windeows

Providing and fixing Factory made Century/ Alpro or equivalent 35mm (Thirty five milimetre) thick flush door shutters both side commercial including non decorative phenol bonded termite resistant and bailing water proof core of block board constructed with Ist class frame of hard wood and well matched commercial 3 (Three) ply veneer with vertical grains of cross bands and both faces of flush door EPDM gasket. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 35mm (Thirty five milimetre) thick 2nd class deodar wood panelled glazed or panelled and glazed shutters for doors, windows and clearstory windows including black enamelled iron butt hinges with necessary screws complete. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per approved drawing, design, specification and as directed of the Engineer-in-Charge.

Providing and fixing 300x16mm(Three hundred into Sixteen milimetres) size anodized aluminum sliding door bolts make of PILOT/ SHEEL or equivalent anodized transparent or dyed to required colour and shade with necessary screws etc. completed within all leads, lifts of materials and other incidentals.

Providing and fixing 250mmx10mm (Two hundred fifty milimetre into Ten milimetre) anodized aluminum tower bolts (Barrel type) make of PILOT/SHEEL or equivalent anodized transparent or dyed to required shade and colour with screws etc. complete. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 200mmx10mm (Two hundred milimetre into Ten milimetre) anodized aluminum tower bolts (Barrel type) make of PILOT/SHEEL or equivalent anodized transparent or dyed to required shade and colour with screws etc. complete. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 100mmx10mm (One hundred milimetre into Ten milimetre) anodized aluminum tower bolts (Barrel type) make of PILOT/SHEEL or equivalent anodized transparent or dyed to required shade and colour with screws etc. complete. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 125mm (One hundred twenty five milimetres) size aluminium anodized PILOT/ Sheel or equivalent handles anodized transparent or dyed to required colour and shade with necessary screws etc. completed within all leads, lifts of materials and other incidentals.

Providing and fixing 100mm (One hundred milimetres) size aluminium anodized PILOT/ Sheel or equivalent handles anodized transparent or dyed to required colour and shade with necessary screws etc. completed within all leads, lifts of materials and other incidentals.

Providing and fixing M.S. hooks and eyes. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing oxidized M.S. double acting spring hinges with necessary screws. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 12mm (Twelve milimetre) thick water proof termite resistant commercial board Century/ Alpro or equivalent in shelves/box for cup board including its shelves and shutters back side of the cup board with butt joints and fixing with nails and screws etc. and all cut portions of shelves and box shall be finished with 6mm (Six milimetre) 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 6mm (Six milimetre) thick ply wood Uniply/Greenply or equivalent lining with butt jointing and nails (Frame work and cover fillets to be measured and paid for separately). Including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 19mm (Nineteen milimetre) thick water proof termite resistant commercial board of Uniply/Greenply or its equivalent ISI mark maked IS No.1659 in SDB shutter with 6mm (Six milimetre) hard wood edging and 0.63mm (Zero point six three milimetre) thick P.G.I. lining of the shutter inner side including fixing with nickel plated piano hinges with screws etc. complete. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per specification and the direction of Engineer-in-Charge.

Providing and fixing 0.60mm (Zero decimal six zero milimetre) thick prepainted steel (kotar metal or equivalent) in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (Rmp) organic coating of 20 (Twenty) microns over 5(Five) microns primer coating to back coat of polyster of 5 (Five) microns over 5 (Five) microns primer coating including fixing with prepainted self tapping screw of size 5.5mm and 55mm length with EDPM seal complete with all accessories as required as per the direction of Engineer-in-Charge, including carriage of materials within all leads, lifts of materials and other incidentals.

Providing and fixing ridges or hips 60cm (Sixty centimetres) overall with 0.60mm (Zero decimal sixty milimetre) thick prepainted steel sheet ridges (factory made) shall be having proper Gola/shape of steel sheet Kotar metal or equivalent wioth hot dipped metalic zinc coated sheet with top coat of regular modified polyster (RMP) organic coating of 20 (twenty) microns over 5 (five) microns primer coating of back coat of polyster of 5 (five) microns over 5 (five) microns primer coating including fixing with self tapping screw of size 5.5mm dia and 55mm length with EDPM Seal complete with all accessories as required 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 fixing Kotar metal or equivalent valley 90cm (Ninety centimetre) overall with 0.60mm (Zero decimal sixty milimetres) thick prepainted steel roofing hot dipped metallic zinc coated sheet with top coat of regular modified polyester organic coated of 20 (twenty) microns primer coating back coat of polysater of 5 (five) microns over 5 (five) microns primer coating including fixing with prepainted self tapping screw of size 5.5mm dia and 55mm length with EDPM seal complete within all accessories as required with all leads, lifts of materials and other incidentals as per approved architectural drawing, design and specification as directed by the Engineer-in-Charge.

Providing 0.63mm (Zero decimal Six Three milimetre) thick plain G.I. sheet roofing fixed with galvanized iron J or L hooks, bolts and nuts 8mm (Eight milimetre) diameter with bitumen and G.I. limpet washers filled with white lead complete excljuding the c ost of purlins, rafters and trusses complete. Including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 15cm (Fifteen centimeter) wide 45cm (Forty five centimetre) overall semi circular plain G.I. sheet 0.63mm (Zero decimal six three milimetre) thick sheet gutter with iron bracket 40x3mm (Forty into Three milimetre) size bolts and nuts and washers etc. including making necessary connection with rain water pipe complete as per design. Including carriage of materials within all leads, lifts and other incidentals.

Providng and Fixing M.S. B.P Sheet 1.66mm (One point Six six milimetre) to 2mm (Two milimetre) thick in eaves board/facia/soffits/ceiling including cuttng, fixing 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 & paid separately) including carriage of materials within all leads, lifts of materials and other incidentals as per directed by the Engineer-in-Charge .

Providing 1.25mm (One point two five milimetre) thick sheet flushing 38cm (Thirty eight centimetre) overall in plain G.I. sheet fixed galvanized iron J or L hooks, bolts and nuts, G.I. limpet washer and bitumen washers complete bent to shape and fixed in walls with cement mortar 1:3 (One cement isto Three Sand) including carriage of materials within all leads, lifts of materials and other incidentals as per directed by the Engineer-in-Charge .

Steel work welded in built up sections, trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint in trusses and trussed purlins in building. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per direction by the Engineer-in-Charge.

Providing and fixing 100mm (One hundred milimetre) diametres pipe on wall face C.I. rain water pipe including filling the joints with spun yarn and cement mortar 1:2 (One cement isto Two Sand), as per the direction of Engineer-in-Charge, including carriage of materials within all leads, lifts of materials and other incidentals.

Providing and fixing on wall face C.I. accessories for rain water pipes as per the direction of Engineer-in-Charge, including carriage of materials within all leads, lifts of materials and other incidentals.

Plain bend 100mm (One hundred milimetre) diametre

Plain Shoe 100mm (One hundred milimetre) diametre

Providing and fixing M.S. holder bat clamps of approved design rain water pipe 100mm (One hundred milimetre) size embedded including cement concrete blocks 10x10x20cm (Ten into Ten into Twenty centimetre) of 1:2:4 (One Cement isto Two Sand isto Four graded crushed stone aggregate 20mm (Twenty milimetre) nominal size and cost of cutting holes and making good the walls etc. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals and as directed by the Engineer-in-Charge.

Providing and laying 19mm (Nineteen milimetre) thick kota stone flooring 55x55cm (Fifty five into Fifty five centimetre) mirror polished alongwith 7.5cm (Seven decimal five centimetre) wide Jaisalmar yellow marble band on 20mm (Twenty milimetre) thick base of cement mortar 1:4 (One cement isto Four Sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete, including carriage of materials within all leads, lifts and other incidentals or as per specification and direction of Engineer-in-Charge.

Providing and laying 20mm (Twenty milimetre) thickj acid proof tiles of size upto 300x300mm (Three hundred into Three hundred milimetre) Duro stone Sommany or its equivalent as per approved shade in skirting dado riser of steps etc. on a bed of 12mm (Twelve milimetre) thick cement mortar 1:3 (One cement isto Three Sand) finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete within all leads, lifts of materials and other incidentals, as per a;pproved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying 20mm (Twenty milimetre) average thick granite stone in flooring over 20mm (Twenty milimetre) (average) thickness base of cement mortar 1:3 (One cement isto Three Sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone including rubbing and polishing complete in all respect as per direction of Engineer-in-Charge. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and laying Kota stone 19mm (Nineteen milimetre) thick mirror polished in skirting risers of steps and dado laid on 12mm (Twelve milimetre) thick cement mortar 1:3 (One cement isto Three Sand) and jointed with cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete upto floor any level. The rate is inclusive for carriage of materials within all leads, lifts and other incidental.

Providing and laying 19mm (Nineteen milimetre) thick Kota stone 55x55cm (Fifty five into Fifty fice centimetre) of uniform colour round nosing mirror polished in flooring 20mm (wenty milimetre) thick base in cement mortar 1:4 (One cement isto Four Sand) including rubbing and polishing complete, including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing of hollow pipe of 40mm (Forty milimetre) diametre hand rail slip resistant with round ended joint at two level at 75 (Seventy five) and 90cm (Ninety centimetre) height welded with 25mm (Twenty five milimetre) diametre solid square bar baluster embedded in cement concrete 60cm (Sixty centimetre) C/C and jointing with electrical gas welding as top alongwith hand rail of hollow M.S. pipe of 50mm (Fifty milimetre) diametre SWG-16. The baluster welded/jointed with each with 2 Nos.(Two numbers) M.S. flat of 50x5mm (Fifty into Five milimetre) complete with applying priming coat of red lead paint including it should be extended 30cm (Thirty centimetre) beyond the top and bottom of the ramp as per detail referred drawing No.33 Job No.7704 as per specification and as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidentals.

15 mm (Fifteen milimetre) thick cement plaster in single coat on fair side of brick/concretes/ stone walls for interior plastering up to all floor level including arises, internal angles, chamfers and /or rounded angles not exceeding 80mm (Eighty milimetre) in girth and finished even and smooth with cement mortar 1:6 (One cement isto Six sand) within all leads, lifts, and other incidentals as per the direction of Engineer-in-Charge.

15 mm (Fifteen milimetre) thick cement plaster in single coat on rough side of brick/concretes/ stone walls for interior plastering up to all floor level including arises, internal angles, chamfers and /or rounded angles not exceeding 80mm (Eighty milimetre) in girth and finished even and smooth with cement mortar 1:6 (One cement isto Six sand) within all leads, lifts, and other incidentals as per the direction of Engineer-in-Charge.

15 mm (Fifteen milimetre) thick cement plaster in single coat on fair side of brick/concretes/ stone walls for interior plastering up to all floor level including arises, internal angles, chamfers and /or rounded angles not exceeding 80mm (Eighty milimetre) in girth and finished even and smooth with cement mortar 1:5 (One cement isto Five sand) within all leads, lifts, and other incidentals as per the direction of Engineer-in-Charge.

15 mm (Fifteen milimetre) thick cement plaster in single coat on fair side of brick/concretes/ stone walls for interior plastering up to all floor level including arises, internal angles, chamfers and /or rounded angles not exceeding 80mm (Eighty milimetre) in girth and finished even and smooth with cement mortar 1:3 (One cement isto Three sand) within all leads, lifts, and other incidentals as per the direction of Engineer-in-Charge.

15 mm (Fifteen milimetre) thick cement plaster in single coat on rough side of brick/concretes/ stone walls for interior plastering up to all floor level including arises, internal angles, chamfers and /or rounded angles not exceeding 80mm (Eighty milimetre) in girth and finished even and smooth with cement mortar 1:3 (One cement isto Three sand) within all leads, lifts, and other incidentals as per the direction of Engineer-in-Charge.

6mm (Six milimetre) thick cement plaster to ceiling upto all height with cement mortar 1:3 (One cement isto Three sand) including carriage of materials within all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and fixing 4mm (Four milimetre) thick E-board (Embossed board) ceiling of approved quality of ISI Mark including fixing to base frames with screws and clamps etc. complete (frame work for base and cover fillets to be measured and paid for separately). The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per direction by the Engineer-in-Charge.

Providing and fixing 8mm (Eight milimetre) thick particle board ceiling of approved quality with butt jointing and nail (frame work and cover fillets to be paid for separately). The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per direction by the Engineer-in-Charge.

Applying Birla J.k. white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dirt, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per direction by the Engineer-in-Charge.

Wall painting (two coats) with synthetic paint Heritage/Alteck/ Nerolac or equivalent of approved brand and manufacture on unddecorated wall surface to give an even shade including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth including applying of putty as required for making the surface. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Distempering (two or more coats) with acrylic oil bound washable distemper with Nerolac/ Asian or equivalent of approved brand 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 droppings and other foreign matter and also including preparing the surfcace even and sand papered smooth priming coat with distemper primer. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar droppings and other foreign matter. Including carriage of materials within all leads, lifts and other incidentals.

White washing with lime on undecorated ceiling/ slioping roofs (two coats) to give an even shade including thoroughly brooming the surfae to remove all dirt dust mortar dirt and other foreign matter. Including carriage of materials within all leads, lifts and other incidentals.

Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima of Asian Paint/ Nerolac paint) or its equivalent on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt dust and other foreign matter etc. including sand paper smooth complete including carriage of material within all leads, lifts and other incidentals.

Painting two coats (excluding priming coats) on new steel and other metal surfaces with enamel paint brushing to give and even shade including cleaning the surfaces of all dirt dust and other foreign matter enamel paint other than white including carriage of materials within all leads and lifts and other incidentals as per the direction of Engineer-in-Charge.

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

Painting two coats (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 with ready mixed enamel paint other than white. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals as per directed by the Engineer-in-Charge.

Providing and fixing Black board of 240x120cm (Two hundred forty into One hundred twenty centimetre) size and 12mm (Twelve milimetre) thick green chalk (non magnetic) with superior quality framing and square clamps with the help of nylon sleeves and screws as per site requirements approximate. The board shall be fixed on the wall with specially designed j clamps, Board which shall have backing material of galvanized sheet 0.28mm (Zero point two eight milimetre) thick top green surface of non procous ceremic particles for smooth writing with chalk over 11mm (Eleven milimetre) thick particle board with and remains of the specially anodized aluminium profile 20x15mm (Twenty into Fifteen milimetre) with corners of black plastic. The rate is inclusive for carriage of materials within all leads, lifts and other incidentials as per the direction of Engineer-in-Charge.

Providing Plinth protection 50mm(Fifty milimetre) thick with cement concrete 1:3:6 (One cement isto Three sand isto Six graded stone aggregate 20mm (Twenty milimetre)nominal size including finishing the top surface of concrete smooth within all leadsand lifts of material and other incidentals as per the direction of Engineer-in-Charge.

Providing under layer for Plinth protection of 100 mm (One hundred milimetre) thick unconsolidated) bed of dry brick stone broken aggregate 40mm (Forty Milimetre) nominal size well rammed and consolidated and grouted with fine sand including preparation of ground within all leads, lifts of material and other incidentals as per the direction of Engineer-in-Charge.

Construction of cement concrete covered drain in cement concrete 1:3:6 (One cement isto Three Sand isto Six graded stone aggregate 20mm (Twenty milimetre) nominal size_ including earth work shuttering and cast in-situ RCC slab over drain and cement concrete flooring 1:2:4 (One cement isto Two sand isto Four graded stone aggregate) and finished with a floating ncoat of neat cement complete as per standard design. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Brick work common burnt clay building bricks in foudation and plinth in mud mortar. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Supplying and stacking at site crushed stone aggregate 40mm (Forty milimetre) nominal size. Ther ate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and laying 110mm (One hundred ten milimetre) cement concrete 1:5:10 (One cement isto Five Sand isto Ten graded crushed stone aggregate 40mm (Forty milimetre) size bedding for 110mm (One hundred ten milimetre) pipe of following internal diametres, necessary form work and curing complete within all leads, lifts of materials and other incidentals.

Providing and fixing 50mm (Fifty milimetre) diametre Type-B conforming to BIS-13592-92 in trenches P.V.C. Supreme or equivalent pipe soil, waste and ventilating pipes fixing with adhesive mixture complete 8/4.6mm (Eight/Four point six milimetre) thick of supreme or its equivalent including entire carriage of material within all leads, lifts and other incidentals.

Providing and fixing 110mm (One hundred ten milimetre) diametre Type-B conforming to BIS-13592-92 in trenches P.V.C. Supreme or equivalent pipe soil, waste and ventilating pipes fixing with adhesive mixture complete 8/4.6mm (Eight/Four point six milimetre) thick of supreme or its equivalent including entire carriage of material within all leads, lifts and other incidentals.

Providing and fixing 50mm (Fifty milimetre)m diamet5res PVC single equal branch with oval access deoor, ISI marked insertion rubber washer 3mm (Three milimetre) thick bolts and nuts complete including fixing with approved adhesive etc. complete including entire carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 50mm (Fifty milimetre) diametres PVC Supreme/Kishan/ Astral or equivalent heal rest 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 50mm (Fifty milimetre) diametres PVC single equal branch plain ISI marked including fixing with approved adhesive 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 50mm (Fifty milimetre) diametres PVC Supreme/Kishan/ Astral or equivalent Collar 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 50mm (Fifty milimetre) diametres PVC Supreme/Kishan/ Astral or equivalent Cowl 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 100x50mm (One hundred into Fifty milimetre) nominal size/ diametre PVC Supreme/ Kishan/ Astral or equivalent floor trap ISI mark 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 4mm (Four milimetre) thick plainm asbestos sheet lining with butt jointing and wood screws (frame work and cover fillets 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 16mm (Sixteen milimetres) nominal bore/diametres polythene aluminium polythene (P.E A.L.P.E.) composite pressure pipe U.V. stabilized with carbon plastic confirming to IS 15450-2004 of kitco or its equivalent for water supply including clamps at one metres spacing cutting fixing and making good the walls etcetera, but excluding the cost of fittings (internal work) pipes exposed on wall 1620, including filling the joints with approved adhesive complete within all leads, lifts of materials and other incidentals.

Providing and fixing 20mm (Twenty milimetres) nominal bore/diametres polythene aluminium polythene (P.E A.L.P.E.) composite pressure pipe U.V. stabilized with carbon plastic confirming to IS 15450-2004 of kitco or its equivalent for water supply including clamps at one metres spacing cutting fixing and making good the walls etcetera, but excluding the cost of fittings (internal work) pipes exposed on wall 1620, including filling the joints with approved adhesive complete within all leads, lifts of materials and other incidentals.

Providing and fixing Vitreous china Laboratory sink 550x400x180mm (Fiv e hundred fifty into Four hundred into One hundred eighty milimetre) with C.I. or M.S. brackets painted white including cutting hioles in walls 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 32mm (Thirty two milimetre) nominal bore C.P. brass flush pipe/ spreaders of Prayag/Hindware/Cera or its equivalent for urinal with fitting such as unions clamps etc. (all in C.P. Brass) including cutting holes and making good the same 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 milimetre) dia C.P. Brass chain 50cm (Fifty centimetre) long and rubber plug of any size for sin k or wash basin 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 milimetre) dia M.I. Union for wash basin or sink including carriage of materials within all leads, lifts, and other incidentals.

Providing and fixing 20mm ( Twenty milimetre) dia M.I. Union for wash basin or sink including carriage of materials within all leads, lifts, and other incidentals.

Providing and fixing 32mm (Thirty two milimetre) dia C.P. Brass waste for wash basin or sink 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 milimetre) diametre PVC Supreme/ Kishan/ Astral or equivalent waste pipe for wash basin or sink including brass check nut 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 milimetre) diametre C.P. Grating Jali/ Jaquar or equivalent (Heavy duty makes ISI maked is No.8941 & 8934) 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 milimetre) diametres C.P. Brass of Prayag/ Hindware/ Cera or its equivalent pillar tap with capstan head. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 15mm (Fifteen milimetre) nominal bore PVC connection pipe with brass union 45cm (Forty five centimetre) length 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 milimetre) C.P. Brass Stop Cock Jal/Jaquar or equivalent 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 galvanised mild steel distribution branch with galvanised mild steel main 20mm to 40mm (Twenty milimetre to Forty milimetre) within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and placing water tank make P.V.C. SINTEX having capacity of 1000 (One thousand) litres each tank n ecessary fiting including over flow pipe scour pipe etectera and pads required for inlet and outlet and inside painting bal valve with cover and locking arrangements including painting of good quality complete in all respect within all leads, lifts of materials and other inciedentals.

Providing and fixing C.P. brass full way valve of Prayag/ Hindwsare/ Cera or its equivalent with wheel 15mm (Fifteen milimetre) nominal bore. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing C.P. brass full way valve of Prayag/ Hindwsare/ Cera or its equivalent with wheel 20mm (Twenty milimetre) nominal bore. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 50mm (Fifty m ilimetre) diametre PVC clamps ISI marked of approved design with steel screws and raw plugs etc. complete. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing composite end seal compression fittings as per IS:15450-2004 for cold water supply e.g. equal Tees 1216 with jointing tresting and fittings complete including cutting and making good the walls etc. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing composite end seal compression fittings as per IS:15450-2004 for cold water supply e.g. Female branch Tee 1216x1216x15mm thread with jointing tresting and fittings complete including cutting and making good the walls etc. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing composite end seal compression fittings as per IS:15450-2004 for cold water supply e.g. Female Elbows 1216x15mm thread with jointing tresting and fittings complete including cutting and making good the walls etc. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing composite end seal compression fittings as per IS:15450-2004 for cold water supply e.g. Male thread connector 1216x15mm thread with jointing tresting and fittings complete including cutting and making good the walls etc. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing composite end seal compression fittings as per IS:15450-2004 for cold water supply e.g. Female thread connector 1216x15mm thread with jointing tresting and fittings complete including cutting and making good the walls etc. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing composite end seal compression fittings as per IS:15450-2004 for cold water supply e.g. Couplers 1216 with jointing tresting and fittings complete including cutting and making good the walls etc. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 100mm(One hundred milimetre) nominal size sand cast/cast iron spun spigot and socket soil, waster and ventilating pipes (lead caulked joints to be measured and paid for separately) including entire carriage of materials within all leads and lifts as per directions of Engineer-in-Charge.

Providing and fixing 100mm (One hundred milimetre) dia PVC cowl. Including carriage of materials within all leads, lifts and other incidentals.

Providing an d fixing 100mm (One hundred milimetre) nominal size sand cast iron/ cast iron spun fittings and accessories collar. The rate is inclusive carriage of material within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:5:10 (One cement isto Five Sand isto Ten graded crushed stone aggregate 40mm (Forty milimetre) nominal size) in haunching of stone ware pipe of 150mm (One hundred fifty milimetre) internal diametres including concrete for bedding necessary form work and curing complete within all leads, lifts and other incidentals.

Providing and fixing 150mm (One hundred fifty milimetre) dia high pressure PVC spigot and socket waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

Supplying and fixing medium duty 500mm (Five hundred milimetre) diametre of cover with weight 116 kgs (One hundred sixteen kilogram). The rate is inclusive for carriage of materials within all leads, lifts and other incidentals.

M/S BALDEV KUMAR GOVT. CONTRACTOR