WBWRDD/EE(AM)/HWH/eNIT 92/25-26

P.V.C. PIPES & ACCESSORIES 200 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II)

140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II)

140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II)

200 mm dia P.V.C. Equal Tee

140 mm dia P.V.C. Equal Tee

200 mm dia F.T.P.

160 mm dia F.T.P.

160 X 140 mm P.V.C. Reducer (Class-II)

200 X 140 mm P.V.C. Reducer (Class-II)

200 X 160 mm P.V.C. Reducer (Class-II)

200 X 60º P.V.C. Bend

140 X 90º P.V.C. Bend

140 X 60º P.V.C. Bend

200 mm dia P.V.C. End Cap(Cl-III)

140 mm dia P.V.C. End Cap(Cl-III)

200 mm dia P.V.C.Extra Coupler (Class-II)

140 mm dia P.V.C.Extra Coupler (Class-II)

Solvent Cement(Exra)

350mm dia M.S shore manifold having two nos 150mm dia inlets flange welded & three nos 150mm dia outlets with gas pipe.

150 mm dia C.I. Sluice Valve

150 mm dia Alfa Alfa type Valve (C type) with GI top plate

150 mm dia 90º G.I long bend with ISI marked Flange

150 mm dia 90º G.I. priming priming bend ISI marked Flange

150 mm dia G.I. E.R.W. Pipe with both end flange (each of 6 meter length)

1.Supply of 150 mm dia nominal bore PVC Flexible Suction & Delivery Hose Pipe (Heavy Duty) Specifications : ID: Min. 151mm, Max. 152.4 mm, Wall thickness : Min. 7.5 mm, Max. 8 mm, Pitch of Spiral : uniform with tolerance ±2% and reinforcement no. 75 ± 5 per Mtr, Coil length : 20 Mtr., Colour : Green or Gray., Hydro static proof / working pressure test : 4 kgf/sq.cm at 27±2 °C for 5 min., Hydro static burst pressure test : 8 kgf/sq.cm at 27±2 °C for 1 min., Resistance to vacuum : 625mm of Hg (Approx)., Loss in mass on heating : < 3% of mass of the sample subject to heating at 130±3 °C for a period of 3 hours.

150 mm dia Foot Valve (Flanged type) IS-4038/1986

150mm x 50 mm wide x2.5 mm thick M.S. heavy duty Hose Clamp fitted with bolt & nuts

150mm dia.Tail piece one end flanged other end grooved.

150mm dia. C I combined Tail piece both end grooved.

Nuts & Bolts M 20x100 mm.

Rubber Insertion( for raised surface of Flange as per IS-6392) with 6 nos of standard drilled holes. 200mm.dia( Table-11)

200mm.dia( Table-5)

150mm.dia( Table -17)

150mm.dia( Table -5)

80 mm.dia(Table-17)

WTA Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

Earth work in filling in trenches after laying pipelines (PVC, RCC,ACP etc) with good erarth obtained from excavation of filed trenches in layeres not exceeding 225mm, including watering and ramming etc. layer by layer complete ( payment will be made on the basis of measurement of finished quantity of work

Filling in foundation or plinth by fine sand in layers not exceeding 15 cm. as directed and consolidating the same by through saturation with water and ramming complete including cost of supply of sand .

Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. i) 200 mm dia

140mm dia

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(d) With local hard blackstone variety chips. (By Pakur Varity)

Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)(When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (c) for every 4 m. or part thereof.)(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.

Brick work with 1st class bricks in cement mortar (1:6) (a) Foundation and Plinth

125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints, including throating, nosing and drip course, scaffolding/staging where necessary (ground floor) excluding cost of chipping over concrete surface. 15mm thick (1:4) cement mortar.

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.[ Ref. PWD Schedule of Rates 2017, Pg No- 192, Item No- 15 ]

Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (i) 150 mm. dia. ERW pipe. for WTA

Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of cement concrete (1`:2:4) with stone chips 20mm. down of 1250 mm X 1250 mm X 150 mm. over a single layer of brick flat soling and embedding the legs of the surge tank/shore manifold within the concrete base including cost of all materials and labour and as per direction of Engineer-in-Charge. [Ref. WRIDD Schedule of Rates 2017, Pg No-18, Item No- 5] .

Labour charges for fitting, fixing150 mm. Dia. Alfa-AIfa valve with 160mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete. for WTA[ Ref. WRIDD Schedule of Rates 2018, Pg No-16, Item No- 8 ]

Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling. This will include one materials and labour complete as per drawing and direction of EIC.

Supplying 1 mtr.x 0.6 mtr x24 SWG M.S Board contaning list of spout wise water users by making numbers of spout as directed by E.I.C. the Board should have base colour -Black and words white to be filled and fixed on the wall of the Pump House.

Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental elctro motor pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. For Major R.L.I.

Extra Carriage for WTA for Sl No 41-55

Pump House Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm.

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(d) with local hard black stone verity chips(churser broken)

Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(d) with local hard black stone verity chips(churser broken)

Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering. For PUMP HOUSE

Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete. a) In foundation & plinth.

b) In superstructure ground floor

125mm thick Brickwork with 1st class in cement mortar (1 : 4) in ground floor.

plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary at ground floor. (a) 15 mm thick (1:6) proportion.

b)20 mm thick with 1:6 cement mortar.

c) 10 mm thick with 1:4 cement mortar.

Reinforcement for reinforced concrete work in all sorts of structure including distribution bars. Stirrups, binders etc. Including supplynof rods,initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 16guage. black annealed wire at every inter section complete as per drawing and direction.

25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement(ii) 25 mm. thick

Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.

M.S. gate of jail type as per approved design made of strong MS frame work inter midiate stifferners and round/square bars of angles MS sheet (not less than 14 gauge) gussets, cleats etc including necessary riveting, bolting, welding, locking and hanging arrangement, fitting, &fixing complete as per direction of Engineer-in-charge in ground floor.

R.C.Ventilator with (1:2:4) cement concrete as per design or direction of Engineer-in-charge, including fitting, fixing complete with mending damages (20mm. thick).

Supplying, fitting and fixing asbestos cement/polythene make rain water down pipe (75 mm dia.) in position with jointing materials including cutting holes in masonary/concrete structure and mending good damages.

Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, alamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes:(i) 75 mm. Dia

B) UPVC Fittings:a) Plain Tee (i) 75 mm. Dia

c) Bend 87.5 degree (i) 75 mm. Dia

Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150 mm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation.

Priming one coat on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. Two coats (super gloss hi- gloss except white)

White washing including cleaning and smoothening surface thoroughly (5 parts of stone lime and 1 part of shell lime should be used in finishing coat) all floor

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

Labour for Chipping of concrete surface before takingup plastering work.

Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house.

Extra Carriage for WTA for Sl No 59-86 (Except Sl No 80)

GST @ 18% (For Sl No 39-87)

Cess 1% (For Sl No 39-88)

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