Construction of Science Lab cum multipurpose hall at Govt Degree Collage at Lambathach Janjehali Distt Mandi SH C/o Building portion WS SI Septic tank Soak pit Rain water harvesting system and site development

Amount

Excavation in foundation trenches etc. In earth work in all kinds od soils such as pick work, jumper blasting work, blasting work in soft and hard rock conglomrate rock or saturated soil and its intermediate classification of soil including chiselling/wedging out of rocks (where blasting is prohibited ) and pumping or bailing out of watering/dewatering upto any lifts stacking the excavated soil clear from the edge fo excavation and then returning the stacked soin in layers when required into plinth sides of foundations consolidation each deposited layer by ramming and watering and them disposing of all surplus excavatedearth as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.

Cutting in earth work by mechanical means(Hydraulic excavator)/manual means in all heights and depths in all kinds of classification of soil including saturated soil conprising of pick, jumper and blasting work both in soft and hard rock with chiseling wedging out of rock(where blasting is prohbited) and their intermediate classification of soil setting out time to the required line, side slopes trimming bottomos and level as shown in the drawing as pwer the direction of Engineer-in charge at site and sorting out useful/un-useful materials and stacking the same in all leads and lifts and transportation of unuseful materials to required width or on approved dumping site through all modes of transportation including head load or animal transtport or mechanical means alone with its leveling fine dressing and carriage of all labour machineries, materials,tools equipments and safety mmeasures and incidentals necessary to comoplete the work by mechanized means and or on labour if required all useful materials such as stomes, shingles, aggregates, sand slates shall be sorted out and stacked along site of work. Any loss to the public/private property during the course of execution shall be absolute responsibility of the contractor which shall be duly compensated by him in all cases.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (one Cement : four coarse sand) : eight graded stone aggregate 40 mm(forty millimetre) nominal size including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying cement concrete 1:5:10 (one cement : five coarse sand : ten graded stone aggregate 40 mm (forty millimetre) nominal size) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (one cement : five fine sand : ten graded stone aggregate 40 mm(forty millimetre) nominal size including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying cement concrete 1:5:10 (one cement : five coarse sand : ten graded stone aggregate 40 mm (forty millimetre) nominal size in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor any level, excluding the cost of centering, shuttering and finishing including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying damp-proof course 40mm (forty millimetre) thick with cement concrete 1:2:4 (one cement : two coarse sand: four graded stone aggregate) 12.5mm (twelve point five millimetre) nominal size including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg/sqm (one point seven kilogram per square metre) on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Making plinth protection 50mm (fifty millimetre) thick of cement concrete 1:3:6 (one cement : three coarse sand (zone - III) : six graded stone aggregate 20 mm (twenty millimetre) nominal size over 75mm(seventy five millimetre) thick bed of dry brick ballast 40 mm (forty millimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm (fifteen into twenty centimetre) 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 10 cm (ten centimetre) cement concrete in 1:5:10 (one Cement : five Sand : ten graded stone aggregate) of 40 mm (forty millimetre) nominal size and 7.5 cm (seven point five centimetre) cement concrete 1:2:4 (one Cement : two Sand : four Graded stone aggregate of 20 mm (twenty millimetre) nominal size and finished with a floating coat of neat cement complete as per standard design including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Centering and shuttering including strutting, propping etc. and removal of form work including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and acceess platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Stairs, (excluding landings) except spiral- staircases

Edges of slabs and breaks in floors and walls : Under 20 cm (twenty centimetre) wide

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Extra for shuttering in circular work (20% Twenty percent of respective centering and shuttering items)

Providing, hoisting and fixing above plinth level up to floor any level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (one cement : three coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with cement concrete 1:1.5:3 (one cement : one point five coarse sand) : three graded stone aggregate 20 mm (twenty millimetre) nominal size including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of Thermo-Mechanically Treated bars of grade Fe-500D or more. approved make from factory / workshop to construction site including placing in position including cost of binding wire and binding all complete up to any level including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and laying Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position including cost of binding wire and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability up to all floor level including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying Reinforced cement concrete work 1:1.5:3 (one cement : one point five coarse sand) : three graded stone aggregate 20 mm (twenty millimetre nominal size) M-25 design mix up to floor any level , excluding cost of centering, shuttering, finishing and reinforcement including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge. beams, suspended floors, roofs having slope up to 15° ( fifteen degree) landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth.

walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (seven point five) in superstructure above plinth level up to floor any level in all shapes and sizes in :Cement mortar 1:6 (one cement : six coarse sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (seven point five) in superstructure in Cement mortar 1:4 (one cement : four coarse sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : Cement mortar 1:6 (one cement : six coarse sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (one cement : six coarse sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Boulder filling under floors tightly hand packed including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (seven point five) in foundations and plinth in : Cement mortar 1:3 (one cement : three coarse sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying 25 mm (twenty five millimetre) thick Kota stone slab flooring over 20 mm (twenty millimetre) (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (one cement : four coarse sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing edge moulding to 18 mm(eighteen millimetre) thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete Granite work including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing ISI marked decorative flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm (thirty five millimetre) thick including ISI marked Stainless Steel butt hinges with necessary screws including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing factory made P.V.C. door frame of size 50x47 (fifty into forty seven milimetre) mm with awall thickness of 5 mm (five millimetre), made out of extruded 5mm (five milimeter) rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm (one hundred fifty millimetre) long brackets of 15x15 mm (fifteen into fifteen millimetre) M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm (ninteen millimetre into ninten millimetre) M.S. square tube of 19 centimeter gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing factory made panel 30 mm (Thirty millimeter) thick plain PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm (ninteen millimetre into ninten millimetre) for styles and 15x15 mm (fifteen into fifteen millimetre) for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm (five millimetre) thick heat moulded PVC 'C' channel of size 30 mm (thirty millimetre) thickness, 70 mm (seventy millimetre) width out of which 50 mm (fifty millimetre) shall be flat and 20 mm (twenty millimetre) shall be tapered in 45 degree angle on both side forming styles and 5 mm (five millimetre) thick, 95 mm (ninty five millimetre) wide PVC sheet out of which 75mm (seventy five millimetre) shall be flat and 20 mm (twenty millimetre) shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm (one hundred fifteen millimetre) wide PVC sheet including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing 18 mm (eighteen millimetre) thick, 150 mm (one hundred fifty millimetre) wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm (six millimetre) coir veneer board, nickle plated M.S. Pipe 20 mm (twenty millimetre) dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm (twenty five into three millimetre) M.S. Flat 10 cm (ten centimetre) long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm (hundred millimetre into forty millimetre into forty millimetre) on both inner side of pelmet and rawl plugs 75 mm (Seventy Five millimeter) long etc. all complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing 40x5 mm (forty into five milimetre) flat iron hold fast 40 cm( forty centimetre) long including fixing to frame with 10 mm (ten millimetre) diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm (thirty into ten into fifteen centimetre) 1:3:6 mix (one cement : three coarse sand : six graded stone aggregate 20mm (twenty millimetre) nominal size including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 150mm (one hundred fifty millimetre) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing Cromium plated brass 100 mm (one hundred millimetre) mortice latch and lock with 6 (six) levers and a pair of lever handles of approved quality with necessary screws etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing ECO – 5000 Series Windows (Air Tight with Double Rebate)- Providing and fixing Eco 5000 Series Windows fabricated from roll formed sections made of Galvanized Steel Colour Coated / Powder Coated (Base Steel as per IS 513 “D” quality, Galvanized as per IS 277 with Zinc of 120 grams/Sq. Mtr.) with total coated thickness of 0.60 mm. (zero point six zero) Paint Specifications: Coated Sections should be with Primer Coat of Epoxy Primer of 5-7 microns thick, finish painted with Polyester Paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns, or Powder Coated with pure Polyester Powder up to 50-60 microns thick. Dimensions of Sections: Section for Frame should be of 98mm X 50mm, Ninty millimeter into Fifty millimeter) Section for Mullion should be of 46mm X 70mm, Section for Shutter Frame should be of 46mm X 46 mm (forty six into forty six millimetre), Section for Fixed Glass Bead should be of 18mm X 25mm (eighteen millimeter into twenty five millimetre) and Section for Fly mesh Shutter Frame should be of 20mm X 40mm (twenty millimeter into forty millimetre) Fixing Details: Frame and Mesh Shutter Sections should be cut to length and mitre joined with Corner Bracket made of Polypropylene. Glass Shutter should be mitre joined with corner brackets made of CRCA electroplated. Mullion Section should be joined with Frame/ Mullion using Nylon Mullion Cap Ethyl Propylene Diamine Monomer (EPDM) Gasket should be used all around glass in shutter between Frame and Glazed Shutter and both sides of Fixed Glass. Spoon profile should be used around Fly mesh to fix Mesh in Mesh Shutter including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing glass in shutter & Fixed Glass portions with a glass of 6MM (six millimetre)Plain Float Glass. Complete in all respect including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing wire mesh in shutters with a stainless steel 32 gauge (Thirty two) fly mesh of 304 grades with 144 holes (one hundred forty four) per square inch complete in all respect including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing aluminium sliding door bolts 250x16 mm (Two hundred Fifty into sixteen millimetre) ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . (i) 250x10 mm (two hundred fifty into ten millimetre)

(ii) 200x10 mm (two hundred into ten millimetre)

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 125mm (one hundred twenty five millimetre)

100mm (one hundred millimetre)

Providing and fixing single rebate 105X60mm (one hundred five into sixty millimetre) door frame fabricated from sections roll formed out of 1.2mm (one point two millimetre) thick galvanized steel (Base steel as per IS 513) with zinc of 120 gms/sq.mtr (One hundred twenty two grams per squre meter) The overall size of the section should be& 105x60mm (one hundred five into into sixty millimetre) with rebate of 37mm (thirty seven nillimetre) for shutter. The frame section should be cut to length and metre joined with corner brackets made of CRCA electroplated. The frame should be provided with (a) 3 Nos. (three number) of M.S. powder coated 4” (four Inches) Butt hinges of 2mm (two millimetre) thickness welded to the frame. (b) 6 Nos. (six number) of 1.2mm (one point two millimetre) thick CRCA electroplated stiffeners should be welded to frame. (c) 6 Nos.(six number) of 8” (Eight inches) M.S. hold fasts with split end tail welded to stiffener plates. (d) One no. aldrop receiver. (e) Each frame should be provided with 25x50mm (twenty five into fifty millimetre) tie rod at bottom. All welded places should be treated with protective coat of zinc rich primer. The entire frame should be provided with a coat of etched primer including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing double rebate door frame fabricated from sections roll formed out of 1.2mm (one point two millimetre) thick galvanized steel (Base steel as per IS 513) with zinc of 120 gms/sq.mtr (One hundred twenty two grams per squre meter) The overall size of the section should be 125x60mm. (one hundred twenty five into sixty millimetre) The frame section should be cut to length and meter joined with corner brackets made of CRCA electroplated. The frame should be provided with- (a) 3 Nos. (three number) of M.S. powder coated 4” (four inches) Butt hinges of 2mm(tow millimeter) thickness welded to the main frame. (b) 6 Nos. (six number) of 1.2mm (one point two millimetre) thick CRCA electroplated stiffeners should be welded to frame. (c) 6 Nos. (six number) of 8” (Eight inches) M.S. hold fasts with split end tail welded to stiffener plates (d) One no. aldrop receiver. (e) Each frame should be provided with 25x50mm (twenty five into fifty millimetre) tie rod at bottom. All welded places should be treated with protective coat of zinc rich primer. The entire frame should be provided with a coat of etch primer including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing Wooden perforated accoustical panel over 50mm thick absorb wool insulation in combination with stretch fabric aphony Fibrette 600X600 mm (six hundred into six hundred millimetre) of approved shade tiles false Ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (One hundred twenty two grams per squre meter)(both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm (twenty five millimetre) wide x 1.6 mm (one point six millimetre) thick with flanges of 27 mm (twenty seven millimetre) and 37mm thirty seven millimetre), at 1200 min (one thousand two hundred) centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm (twelve point five millimetre) dia x 50mm (fifty millimetre) long with 6mm (six millimetre) dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm (twenty five into ten into zero point five zero millimetre) of required length with nuts & bolts of required size all complete as per drawings. including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing 120X60X12mm (one hundred twenty into sixty into twelve millimetre) thick ply finished with 4mm (four millimetre) vaneer of delux prolad/Himalian with Rai wood borders, laid over absorb wool 50mm (fifty millimetre) thick insulation, polished in natural approvd shade false Ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (One hundred twenty two grams per squre meter) (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm (twenty five millimetre) wide x 1.6 mm (one point six millimetre) thick with flanges of 27 mm (twenty seven millimetre) and 37mm (thirty seven millimetre), at 1200 min (one thousand two hundred) centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm (twelve point five millimetre) dia x 50mm (fifty millimetre) long with 6mm (six millimetre) dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm (twenty five into ten into zero point five zero millimetre) of required length with nuts & bolts of required size all complete as per drawings including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing of Wooden slats of approved shade 2440mm x128mm x 16mm (two thousand four hundred forty millimetre into one hundred twenty eight into sixteen millimetre) made MDF backed with acoustical fleece to be installed with 15mm (fifteen millimetre) GI and Lock in Clips on the back of tongue and groove system to be installed with 2400x50mm (two thousand four hundred into fifty millimetre) web flenges 15mm (fifteen millimetre) and 50mm (fifty millimetre) fully with backing of 50mm (fifty millimetre) thick absorb wool/insulation knurled hot depped galavanised steel with 120 GSM Zink coating of Prolad/ Himalayan/ Armstrong. The high grade MDF panels shall be melamine laminate of size 2440mm x128mm x 18mm (two thousand four hundred forty millimetre into one hundred twenty eight into eighteen millimetre) with 2mm ( two millimetre) groove at 14mm (fourteen millimetre) pitch, Tongue and Groove edges for seamless mounting having density of 800kg/m3 ( Eight hundred killogram per cubic meter) (base panel confirming to IS 12406 and laminated panel confirming to IS 14587). The back of the panels are perforated with a nonwoven fabric covering of 0.2mm (zero point two millimetre) for providing Sound absorption via the acoustic impedance method. Panel is fixed by using GI Framework 2400mm x 50mm x 0.50mm (two thousand four hundred into fifty into zero point fifty millimetre) spaced at 600mmx600 (six hundred millimeter into six hundred millimeter) c/c & 16 mm (sixty millimetre) WPC framework spaced at 400mm (four hundred millimetre) centers with suitable brackets and the system is backline with 50 mm (fifty millimetre) Rockwool insulation@48kg (forty hundred kilogram) density and along with all accessories or Screw the aluminum extruded profile for channeled woodworks provided by manufacture over the lowest and second wooden batten at an on- center distance of 600mm (six hundred millimetre) Install the first set of wooden panels by inserting the clips for border channeled woodworks and insert the groove of the panel into the projecting flange of the aluminum clip. Continue installing rows of panels by inserting the tongue into the groove of the earlier inserted panel and progressively installing clips for inside channeled woodworks into the next keel till the actual height is achieved. Use clips for border channeled woodworks to finish off the installation. MAKE: PROLAD/ ECOPHONE/ HERADESIGN.including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and Fixing Fabric Acoustical Panels in combination with wood fiber cement composite slats 20mm thick with colours of approved shade size 2400x50mm (two thousand four hundred into fifty millimetre) web Flenges 15mm (fifteen millimetre) and 50mm (fifteen millimetre) fully with backing of 50mm (Fifty millimerer) thick absorb wool/insulation above of Himalayan/Prolad/Armstrong or its Equivalent. Including required framework complete in all respect. The Grid should be 24 mm (twenty four millimetre) wide T sections i.e. the Main Runner 3000mm (three thousand millimetre) in web height of 32 mm (thirty two millimetre) 1200 mm (one thousand two hundred millimetre) & 600 mm (six hundred millimetre) Cross Tees in web height of 26mm (twenty six millimetre) to comprise main runner spaced at 1200mm (one thousand two hundred millimetre) centers securely fixed to the structural soffit using suspension system at 1200mm (one thousand two hundred millimetre) maximum centre. The First/Last suspension system at the end of each main runner should not be greater than 450mm (four hundred fifty millimetre) from the adjacent wall. Flush fitting 1200mm (one thousand two hundred millimetre) long cross tees to be interlocked between main runners at 600mm (six hundred millimetre) centre to form 1200 x 600 mm (one thousand two hundred millimetre into six hundred millimetre) module. Cut cross tees longer than 600mm (six hundred millimetre) require independent support. 600 x 600mm (six hundred into six hundred millimetre) module to be formed by fitting 600mm (six hundred millimetre) long flush fitting cross tees centrally between the 1200 mm (one thousand two hundred millimetre) cross tees. Perimeter trim to be wall angles of size 3000x19x19mm (three thousandinto ninteen into ninteen millimetre) secured to walls at 450 mm (four hundred fifty millimetre) maximum centers and as per the drawing and the work complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .MAKE: HERADESIGN/PROLAD/ECOPHON

Providing and fixing 19 mm (ninteen millimetre) thick water proof termite resistant HDF board box including shelves and shutters, the back side cup board / cabinet shall be 8 mm (eight millimetre) thick ply and all the cut portions of shelves shall be finished with 6 mm (six millimetre) thick hard wood edging. The cut portion of shutters from all sides shall also be finished with 12 mm (twelve millimetre) thick hard wood edging. The shutter from out side shall be finished with 4 mm (four millimetre) thick vaneer Ply of approved shade to match with panelling including stainless steel hinges hinges and magnetic catcher with in all accessories etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 6 mm (six millimeter) thick cement bonded particle board as IS : 14276

GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm (five hundred ninty five into five hundred ninty five millimetre) and 0.5 mm (zero point five millimetre) thick with 8 mm (eight millimetre) drop; made of G I sheet having galvanizing of 100 gms / sqm (one hundred gram per squre meter) (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns minimum including factory painted after bending including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In trusses , gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and makingcurvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/cfixing the railing with necessary accessories & stainlesssteel dash fasteners, stainless steel bolts etc., ofrequired size, on the top of the floor or the side of waistslab with suitable arrangement as per approval ofEngineer-in- charge, (for payment purpose only weight of stainless steel members shall be consider edexcluding fixing accessories such as nuts, bolts,fasteners etc. including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing M.S. BP Sheet 1.66mm to 2mm (one point sixty six millimetre to two millimetre) thick in eaves board/facia/ soffits/ ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . (Base members of steel work shall be measured & paid separtely).

Providing and laying 40 mm (forty millimetre) thick with 20 mm (twenty millimetre) nominal size stone aggregateCement concrete flooring 1:2:4 (one cement : two coarse sand : four graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

6mm (Six millimeter) cement plaster to ceiling in cement mortar 1:3 (one Cement : three fine Sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and fixing glazed Digital tiles 300x600 x 8 mm (three hundred into six hundred into eight millimetre) thick of approved Shade and manufacturer in skirting risers of steps and dado 12 mm (twelve millimetre) thick cement mortar 1:3(one cement : three sand) and jointed with cement slurry including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and laying anti skid matt finish full body vitrified floor tiles 600 X 600 mm (six hundred into six hundred millimetre) (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm (twenty millimetre) thick cement mortar 1:4 (one cement : four coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm ( three point three kilogram per sequre mete ) including grouting the joints with white cement and matching pigments etc., complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and fixing 10 mm (ten millimetre) thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and laying In dado/skirting on 12 mm (twelve millimetre) thick mortar 1:4 (one acid proof cement : four coarse sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and laying Vitrified tiles 600x600 mm (six hundred into six hundred millimetre) in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm (twelve millimetre) thick bed of cement mortar 1:3 (one cement: three coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm ( three point three kilogram per sequre mete ) including grouting the joint with white cement & matching pigments etc. complet including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and fixing 50mm (fifty millimetre) thick wooden plank flooring over 50X50mm (fifty into fifty millimetre) angle iron frame work (frame work to be paid separately)2nd class deodar wood including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and fixing 40 mm (forty millimetre) thick fine dressed stone flooring over 20 mm (twenty millimetre) (average) thick base of cement mortar 1:5 (one cement : five coarse sand) with joints finished flush including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and fixing GRC clading of Unistone/NTC tiles 10 mm (ten millimeter) thick of approved shade on R.C.C.surface side as on faces of Arches, masonry walls etc on 12mm thick cementmortar 1:3 (one cement: three sand) and jointed with cement slurry i/c scafolding etc as per approved drawing/pattern including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and fixing 0.60mm (zero point six zero millimetre) thick prepainted insulated steel sheet sand-wich puf roofing, with hot dipped metallic 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 over 5 (five) microns primer coating,the thickness of puff should not be less than 5 mm (five millimetre) and wt.of puff shoud be 35-37 kg per cu.m. i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and fixing 15 cm (fifteen centimetre) wide, 45 cm (forty five centimeter) overall semi- circular plain G.S. sheet gutter with iron brackets 40x3mm (forty into three millimetre) size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. : 0.80 mm (zero point eight zero millimetre) thick with zinc coating not less than 275 gm/m2 ( two hundred sevety five grame per squre metrer ) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and fixing Single socketed pipes 110 mm (one hundred ten millimetre) diameter on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (ten millimetre) gap for thermal expansion including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (ten millimetre) gap for thermal expansion including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . ( I ) Coupler :110 mm (one hundred ten millimetre)

Single tee without door :110x110x110 mm (one hundred ten into one hundred ten into one hundred ten into millimetre)

( II ) Bend 87.5° 110 mm (eighty seven point five degree one hundred ten millimetre) bend

( III )110 mm (one hundred ten millimetre) Shoe

Providing and fixing unplasticised -PVC pipe clips of design to unplasticised - PVC rain water pipes by means of 50x50x50 mm (fifty into fifty into fifty millimetre) hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( one cement: four coarse sand) and making good the wall etc. complete. 110mm (one hundred ten millimetre) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing ridges or hips 60 cm (sixty centimeter) overall with 0.60mm (zero point six zero millimetre) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets 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 & nuts 6mm dia (six millimeter diameter) & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.

Providing and fixing valley 90 cm (ninety centimetre) overall 0.60mm (zero point six zero millimetre) thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 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 (six millimeter diameter) with prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of 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 (six millimeter diameter)& prepainted G.I. limpet & bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge

Providing and laying 15 mm (fifteen millimetre) cement plaster on rough side of single or half brick wall of mix: 1:6 (one cement: six coarse sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying 15 mm (fifteen millimetre) cement plaster in single coat on the rough side of brick/concrete/stone wall for interior plastering up to all floor level including arise , internal rounded angle , chamfers and / or rounded angle not exceeding 80 mm (eighty millimetre) in grith and finished even and smoth in cement morter 1:6 (one cement: six fine sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Finishing walls with 100% (one hundred percent) Premium acrylic emulsion paint having VOC less than 50 (fifty) gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.: New work (Two or more coats applied @ 1.43 litre/ 10 sqm (one point forty three liter per ten square metre) Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm (zero point ninty leter per ten squaremetre) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm (zero point ninty liter per ten square metre) over an under coat of primer applied @ 0.80 ltr/ 10 sqm (zero point eighty per ten square metre) of approved brand and manufacture including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

French spirit polishing : Two or more coats on new works including a coat of wood filler including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and applying white cement based putty of average thickness 1 mm (one millimetre) , of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Wall painting two coats with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre (fifty gram per liter ) of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape approved quality Rectangular shape 600x450 mm (six hundred into four hundred fifty millimetre) internal dimensions including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Supplying, filling, spreading & leveling gravels of size range 5 mm (five millimetre) to 10 mm (ten millimetre) , in the recharge pit, over the existing layer of boulders, in required thickness including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 15 mm (fifteen millimetre) nominal bore

20 mm (twenty milimetre) nominal bore

32mm (thirty two millimetre) nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :. 25 to 40 mm (twenty five to forty millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00(one) metre spacing. This includes the costs of cutting chases and including testing of joints completeincluding carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . Concealed work, including cutting chases and making good the wall etc. 2532 (32 mm (thirty two millimetre OD) pipe .

2025 (25 mm (twenty five milliemtre OD) pipe .

1620 (20 mm (twenty millimetre) OD pipe .

1216 (16 mm (sixteen millimetre OD pipe

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with of CERA/JAQUAR or equivalent make 100 mm (one hundred millimetre) sand cast Iron P or S trap, 10 (ten) litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required size white viterous china orrisa pattern w.c pan of size 580x440 mm (five hundred eighty into four hundred fouty millimetre) with intergal type foot rests including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 (ten) litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing white vitreous china flat back half stall urinal of CERA/JAQUAR or equivalent make size 580x380x350 mm (five hundred eighty into three hundred eighty into three hundred fifty millimetre) with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required Single half stall urinal with 5 (five) litre P.V.C. automatic flushing cistern including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing white Vitreous China Wash basin of CERA/JAQUAR or equivalent makesize 630x450 mm (six hundred thirty into four hundred fifty millimetre) with a pair of 15 mm (fifteen millimetre) C.P. brass pillar taps including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm (forty millimeter) C.P brass waste and 40mm (forty millimeter C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required Size 600X450X200 (six bhundred into four hundred fifty into two hundred millimetre) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32mm (thirty two millimetre) dia including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm (forty five centimetre) length 15 mm (fifteen millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work 40mm(forty millimetre) dia including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing 600x450 mm (six hundred into four hunded fifty millimetre) beveled edge mirror of superior glass (of approved quality) complete with 6 mm (six millimetre) thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm (fifteen millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing 15 mm (fifteen millimeter) nominal bore C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and Fixing Soap dish recessed type stainless steel AHS-1531 of Jaquar or equivalent complete in all respect including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing Towel Rack with lower hanger No. AHS-1581H of hotelier series of JAQUAR, or equivalent of superior quality including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing 600x120x5 mm (six hundred into one hundred twenty into five millimetre) glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm (forty millimetre) long screws, rawl plugs etc including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing U Shaped wall mounted rail with hinges 600 x 100mm (six hundred into one hundred millimetre) Cat No. B2210107 and Wall Mounted Grab Bar 600mm (six hundred millimetre) Long CAT No. B2210106 jaquar or equivalent Superior quality as per direction of Engineer-Charge including carriage of material with in all leads, lifts and other incidentals.

Providing and fixing 8 mm (eight millimetre) dia C.P. / S.S. Jet with flexible tube upto 1 (one) metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 25mm (twenty five millimetre) .

20mm (twenty millimetre) .

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 15mm (fifteen millimetre)

20mm (twenty millimetre)

32mm (thirty two millimetre)

Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL-PE Composite tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 1000 litre (one thousand) capacity including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm (fifteen millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete 110 mm (one hundred ten millimete) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete 150 mm (one hundred fifty millimetre) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and fixing PVC floor trap of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete. 110 mm X 90 mm (one hundred ten millimetre into ninety millimetre) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

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. including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 110mm (one hundred ten millimetre) dia

150 mm (one hundred fifty millimetre) dia

Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 110mm (one hundred ten millimetre) dia

150 mm (one hundred fifty millimetre) dia

Providing and fixing PVC plain double equal branch ISI marked including fixing with approved adhesive etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 110mm (one hundred ten millimetre) dia

150mm (one hundred fifty millimetre) dia

Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3 mm thick bolts and nuts complete including fixing with approved adhesive etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 110mm (one hundred ten millimetre) dia

150 mm (one hundred fifty millimetre) dia

Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc.complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 110mm (one hundred ten millimetre) dia

150 mm (one hundred fifty millimetre) dia

Providing and fixing PVC clamps ISI marked of approved design with steel screws and rawal plugs etc. complete including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge . 110mm (one hundred ten millimetre) dia

150 mm (one hundred fifty millimetre) dia

Constructing brick masonry manhole in cement mortar 1:4 ( one cement : four coarse sand ) with R.C.C. top slabwith 1:1.5:3 mix (one cement : one point five coarse sand (zone- III) : 3 graded stone aggregate 20 mm (twenty millimetre) nominal size, foundation concrete 1:4:8 mix (one cement : four coarse sand (zone- III) : 8 graded stone aggregate 40 mm (forty millimetre) nominal size, inside plastering 12 mm (twelve millimetre) thick with cement mortar 1:3 (one cement : three coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm (twenty millimetre) nominal size finished with a floating coat of neat cement complete as per standard design Inside size 120x90 cm (one hundred twenty into ninty centimetre) and 90 cm ( ninty centimetre) deep including C.I. cover with frame (medium duty) 500 mm (five hundred millimeter) internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg (fifty eight kiligram)and weight of frame 58 kg (fifty eight kiligram) With Sewer bricks conforming to IS : 4885 including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Constructing soak pit 1.20x1.20x1.20 m (one point twenty into one point twenty into one point twenty metre) filled with brickbats including S.W. drain pipe 100 mm (hundred millimetre) diameter and 1.20 m (one point twenty metre) long complete as per standard design including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Constructing masonry Chamber 90x90x100 cm (ninty into ninty into one hundred centimeter) inside, inbrick work in cement mortar 1:4 (one cement : four coarse sand) for sluice valve, with C.I. surface box 100 mm (one hundred millimetre) top diameter, 160 mm (one hundred sixty millimetre) bottom diameter and 180 mm (one hundred eighty millimetre) deep (inside) with chained lid and RCC top slab 1:2:4 mix (one cement : two coarse sand : foure graded stone aggregate 20 mm (twenty millimetre) nominal size , i/c necessary excavation, foundation concrete 1:5:10 (one cement : five fine sand : ten graded stone aggregate 40 mm (forty millimetre) nominal size and inside plastering with cement mortar 1:3 (one cement : three coarse sand) 12 mm (twelve millimetre) thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (one cement : two fine sand) including testing of joints etc. complete 450 mm (four hundred fifty) dia RCC pipes. including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.

Rajiv Negi