WBWRIDDEEAM/BANeNIT43/CS/25-26

MATERIAL Rigid P.V.C. pipes with one loose coupler for every 6.0 mtr. Length and solvent cement accordingly to technical specification as per I.S.No. 4985/2000 with latest amendments and duly I.S.I. certification marked & CIPET tested. 315 mm.dia Class-I (0.25 MPA)

200 mm.dia Class-I (0.25 MPA) with Coupler

140 mm.dia Class-I (0.25 MPA) with Coupler

160 mm.dia Class-II (0.40 MPA)

200 mm.dia F.T.P. with Metallic flange

160 mm.dia F.T.P. with Metallic flange

200 mm.dia 60̊ Bend

200 mm.dia 90̊ Bend

140 mm.dia 600 Bend

140 mm.dia 900 Bend

200 x 140 mm.dia Reducer

160 x 140 mm.dia Reducer

200 mm.dia Equal Tee

140 mm.dia Equal Tee

200 mm.dia End Cap, class-III

140 mm.dia End Cap

315 mm.dia Extra Coupler

200 mm.dia Extra Coupler

160 mm dia Extra Coupler

140 mm.dia Extra Coupler

Solvent cement conforming to I.S. No. 14128/94 with latest amendments, Medium Bodies.

Rubber Insertion, duly, reinforced 5 mm.thick 2 plies as per I.S.No.-6392 with latest amendments.300 mm.dia (Table-17)

300 mm.dia (Table-11)

300 mm.dia (Table-5)

200 mm.dia (Table-11)

200 mm.dia (Table-5)

150 mm.dia (Table-17)

150 mm.dia (Table-5)

MS ACESSORIES:-150 mm.dia C.I Sluice Valve (ISI Marked IS-14846)

150 mm.dia Alfa Alfa Valve (Nipple Type as per IS 210)

150 mm.dia 900 G.I Bend(Both end flanged ISI Marked IS 1239)

150 mm.dia MS hose clamp with long nut & bolt

150 mm.dia non return valve

Nuts & Bolts :- 20 mm x 80 mm

20 mm x 100 mm

16 mm x 80 mm

16 mm x 65 mm

16 mm x 50 mm

Pump House Stripping of wornout plaster and raking out jointsof walls, ceiling etc. upto any height and in any floor including removing rubbish and stacking as directed.

Scraping of moss, blisters etc, throughly fromexterior surface of walls necessitating the use of scraper, wire brush etc. (payment against this item will be made only when this has been done on the specific direction of the Engineer in charge)

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.Inside

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) 20 mm thick (1:6) proportion.

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

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

Priming one coat on steel or other metal surface with synthetic enamel/oil boud 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) (b) On steel surface (Normal gloss).Two coats (with any shade 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,Three coats

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. ii) b) Two coats

Carriage charge (4%) on every item from Sl. no-39 to 48 i.e on 17385.97

Water Transmission Arrangement. Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete . For Spout chamber .

Repair of puncture/holes of any size in existing P.V.C. Pipeline of HDTW/MDTW/RLI by placing half round P.V.C. Pipe section of required size to cover the holes/ puncture having adequate bearing on all sides and joining the half round section with solvent cement after roughening the surface with wire brush, emery paper to make the joint leak proof as per direction of Engineer-in-Charge (cost inclusive of supplying solvent cement at site and transportation of required length of P.V.C.Pipe to be issued departmentlly, for cutting half round section, from Sub-Divisional Stores to site) (iii) 140 mm dia. P.V.C. Pipe line

(iii) 200 mm dia. P.V.C. Pipe line

(iii) 315 mm dia. P.V.C. Pipe line

Labour charge for replacement of damage P.V.C. Pipe of any length in the Pipe line of HDTW / MDTW / RLI with a new piece of pipe to be issued departmentally after taking out the damage pipe from the existing pipe line by cutting with hacksaw and joining the new pipe with the existing pipe using two numbers couplers of 4 Kg./cm2 capacity after roughening up surface with wire brush, emery paper and applying the solvent cement (cost inclusive) to make the joint leakproof as per direction of Engineer-in-Charge excluding supply of the couplers as per I.S.I. Specification at site and transporting departmentally issued pipes from Sub-Divisional Store to the Site. (i) 140 mm. dia. P.V.C. pipe

(iii) 200 mm dia. P.V.C. Pipe line

(iii) 315 mm dia. P.V.C. Pipe line

Laying of PVC 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 pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.b) 200 mm dia

c) 140 mm dia

Filling in foundation or plinth by fine 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.

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.(a) Pakur vareity.

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). Above 30 mm. to 37 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge.

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

12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.

15 mm thick 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 15 mm thick (1:6) proportion.

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

Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.)

Priming one coat on steel or other metal surface with synthetic 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. (b) On steel surface (Normal gloss).Two coats (with any shade except white).

Labour charges for fitting, fixing 150 mm.dia Alfa Alfa Valve with 160 mm.dia (class-II) UPVC Riser pipe with the help of flange P.V.C. tailpiece by joining the P.V.C. End of Tail- piece and Riser pipe with coupler and flanged end of Tailpiece and Alfa Alfa valve with rubber insertion, Nuts and bolts etc. complete. (140 X 160mm Reducer & 200 x 160mm Reducer is to be fitted as per requirement)

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.

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.

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 Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge.

Carriage charge (4%) on every item from Sl. no-50 to 73 excluding Sl. No-50,67 & 73

Add GST @18% for the item No (39 to 74) on 410176.57

cess 1% on for the item No (39 to 75) on 484008.35

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