WRDD/EEAM /MLD-II /NIT-10(e)/25-26

A. UPVC and U.P.V.C. PIPES & ACCESSORIES

Supply and transportation of 315 mm OD, Class - l Rigid UPVC Pipes conforming to IS:4985 / 2000 (with latest ammendments) and duly ISI marked with 01 (one) no. loose Coupler conforming to IS:10124/2009 part-2 ) duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.

Supply and transportation of 200 mm OD, Class - l Rigid UPVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.

Supply and transportation of 140 mm OD, Class - l Rigid UPVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.

Supply and transportation of 140 mm OD, Class - Il Rigid UPVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.

Supply and transportation of 200x200x200 mm U.P.V.C. Tee with free solvent cement: IS 10124/2009 Part-5(Class-II)

Supply and transportation of 140x140x140 mm U.P.V.C. Tee with free solvent cement, IS 10124/2009 Part-5(Class-II)

Supply and transportation of 315 mm dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)

Supply and transportation of 200 mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)

Supply and transportation of 160 mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)

Supply and transportation of 200 x 140 mm U.P.V.C Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment

Supply & Transportaion of 200 x 160 mm U.P.V.C Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment.

Supply and transportation of 160 x 140 mm U.P.V.C Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment

Supply and transportation of 200 mm. dia 60° U.P.V.C bend(cl-II) ( IS. No. 10124/2009 Part- 9 with latest amendment, Table-I )

Supply and transportation of 140 mm. dia 90° bend (cl-II) ( IS. No. 10124/ 2009 Part- 8 with latest amendment, Table-I )

Supply and transportation of 140 mm. dia 60° bend(cl-II) ( IS. No. 10124/ 2009 Part- 9 with latest amendment, Table-I )

Supply and transportation of 200 mm. dia IS. No. 10124/2009 Part-4 with latest amendment. UPVC End Cap.(cl-III)

Supply and transportation of 140 mm. dia IS. NO.10124/2009 Part-4 with latest amendment. UPVC End Cap.(cl-III)

Supply and transportation of Coupler(cl-II) for 315 mm. dia U.P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.

Supply and transportation of Coupler(cl-II) for 200 mm. dia U.P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.

Supply and transportation of Coupler (Cl-II) for 140 mm. dia U.P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.

Supply and transportation of 150 mm dia UPVC Flexible hose pipes IS 15265/2003 with latest ammendment

Supply and transportation of Solvent cement extra (Medium duty) IS 14182/1994 with latest ammendment

B. M.S / G.I. ACCESSORIES

Supply and transportation of G.I Quadrupped Set for Major RLI Scheme (ISI Marked)

Supply and transportation of Supply of 150 mm dia C.I. Sluice valve with Hand wheel for water work as purpose confirming to ISI : 14846/2000 with latest ammendments. Parts of the valve shall be manufacture from basic materils and the valves should be tested for (Closed end test ) against Hydrostatic test requirement.and as per the drawing. 1.Body. bonnet,Stuffing Box,Gland,Thrust Plate :Grey C.I FG 200 2.Hand Wheel:Grey C.I FG 200 3.Spindle:SS(410) 4.Wedge Seat Ring, Body Seat Ring:Gun Metal 5.Gland Packing:Jute & Hemp 6.Stem Nut,Other Nuts & Bolts:Carbon Steel 7.Gasket:Neoprene Rubber

Supply and transportation of Foot valve (flange type) 150 mm C.I Foot valve Complete set Heavy duty (Flanged end & Swing type) suitable for 150 mm with latest amendments (weight -25 kg approx).The disc face will be made of leather and strainer made of galvanized steel. The Valves shall be tested for (closed end test) against Hydrostatic test requirement. IS 4038/1986 (TABLE -17)

Supply and transportation of 150 mm dia Alfa Alfa type Valve (C type) as per the following technical Specifications and drawing:- 1.Spindle (Sq RH Thread) -S.S(410) , 2.Top Cover:-G.I with 8 Nos Nut and Bolt, 3.Body:-C.I( Grey FG 200,IS:210/78), 4.Galnd,Valve Seat:FG 200 The valve to be painted with one coat of Red Oxide primer and two coats of black japan paint.

Supply and transportation of 150 mm dia. G.I 90 Degree bend both end flanged conforming to IS 1239(Part-2)/2011 with latest amendments thereof (4.8mm thick wall thickness) (Priming Bend)

Supply and transportation of 150 mm dia. (G.I) 90 Degree GI bend both end flanged conforming to IS 1239(Part-2)/2011 with latest amendments thereof (4.8mm thick wall thickness)

Supply & Transportaion M.S 300 mm dia Blank Pipe 5 mm thick IS 3589.

Supply and transportation of Galv. MS Flanged Pipe ISI marked- IS: 1239 (part-I) Galv. IS 4736 - 150mm.dia (4.8mm).

Supply & Transportaion of MS Shore manifold with painting made of 350 mm dia MS ERW pipe 1 mtr long having 1 numbers of 300 mm dia inlet and 3 nos of 150 mm dia outlet all end flanged welded.

Supply & Transportaion of MS Shore manifold with painting made of 350 mm dia MS ERW pipe 1.5 mtr long having 1 numbers of 300 mm dia inlet and 2 nos of 150 mm dia outlet all end flanged welded.

Fabrication supply and transport of 300 mm dia bend with both end flange (ISI Marked)

Supply and transportation of 150mm dia Hose Clamp with Nut & Bolt. GI Hose Clamp: 150 mm Nominal Dia. Heavy Duty Hose Clamp 2.0 mmthick, 45 mm width fitted with 10 mm dia., 100 mm long Galvanized Nuts & Bolts full threaded with washer(2 sets TATA/G.K.W make) suitable for 150 mm.(internal dia.) suction/deliver Hose. Parent material should conform to Grade B of IS: 2062/1999. One coat of Black Japan (Type-B).

Supply and transportation of Foundation Bolt for Drop Pipe of Distribution Chember& engine manufactured from 20 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of Bolt is 375+10 mm in length & 20 mm in nominal diameter with Nut & 2 Nos Washer (As per Anexure-E) theaverage weight of such Bolt. 1.5 Kg per bolt with tolerance in weight of each Bolt @ +/-10%.(Drop Pipe) & 1 kg for engine)

Supply and transportation of G.I Hexagonal Head Bolts & Nuts conforming to IS : 1363 (Part-I)/ 1992 of product Grade-C with latest amendments for Bolts & IS: 1363 (Part-3)/ 1992 of Product Grade-C with latest amendments for Nutrs Properties / class for Bolt - 4,6 & for Nut-4.5. (a) M 20x80 mm.

(b) M 20x100 mm.

(C ) M.16x65 mm

(d) M 16x80 mm

(e ) M 16x 50 mm

Supply and transportation of 150 mm dia N.B. Foot Valve Leather Washer.

Supply and transportation of Compressed Asbestos Fibre Jointing for Quadrupod Set (for raised surface fro Flange as per IS 6392) 500mm dia (Table-5)

Supply and transportation of Rubber Insertion 5 mm thick with proper reinforcement 2 ply conforming to IS: 638/79 with ISI mark with latest ammendments suitable for raised surface of MS Flange as per IS: 6392/71 (Table-5,11 &17) (a) 300 mm dia( Table-11)

(b) 300 mm dia( Table-5)

(c ) 200mm.dia( Table-11)

(d) 200mm.dia( Table-5)

(e ) 150mm.dia( Table -17)

(f) 150mm.dia( Table -5)

(g) 80 mm.dia(Table-5)

Supply and transportation of 150 mm Dia. C.I Tail Piece, one ends flanged (23 mm flange thickness),drilled as per IS: 6392(Table-17) and other end grooved, overall length (175+/-15) mm with 7 nos. grooves. Material shall be Cast Iron conforming to Grade FG 200 of IS 210. One coat of Black Japan (Type-B) conforming to IS: 341/1973. Casting shall have <12.5 micron surface.

Supply and transportation of 150 mm dia CI Non Return Valve flanged ends & swing type with side by-pass arrangement as per IS 5312(Part-1)/ 2004 with latest ammendments, duly ISI marked. 150 mm Nominal size, weight- 40 kg.

Laying of WTA

Construction and laying of WTA includs trench cutting , laying of different diameter of UPVC Pipe, treanch filling , Construction of Spout Chamber include earth cutting sand filling brick works, Rates is inclusive of all taxes ( Details schedule is attached in Sheet 2)

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PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

LAYING WATER TRANSMISSION ARRANGEMENT

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.

Earthwork in excavation of field trenches as per designed section & alignment for laying of pipe lines(PVC,RCC,ACP etc.) upto a depth of 1500 mm in all sorts of soil including removing, spreading or stacking extra earth as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom as required complete.

Laying of P.v.C. pipes of different diameters within field trenches in curve /straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge (a) 315 mm. dia

b) 200 mm. dia

c) 140 mm. dia

Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & 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 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 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. B) River Bazree.

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. (i) Pakur Variety (Enclosed Annexure-II for rate Anylisis)

Patch doubling works complete with MS plate including welding, gas cutting, fitting, fixing complete. a) Gas cutting to required size upto 8 mm thick MS plate, MS channel, angle etc, including labour charges hire charges for all tools & plants etc.

b) Electric welding charges upto 8 mm thick MS plate, M.S. channel, angle etc includinmg hire charges of tools & plant.

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 On steel or other metal surface : With super gloss (hi-gloss) - Two coats (with any shade except white)

Hire and labour charges for shuttering with centering 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge..

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel. II) JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL.

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.

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] (i) With 1:6 cement mortar (c) 15 mm thick plaster

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

Labour charges for fitting & fixing and laying of 150 mm dia. ERW pipe both ends flanged including cutting threading etc. and making leak proof joints by using rubber insertion, nuts and bolts (all materials including pipes to be supplied departmentaly)

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.

Fitting and fixing of 150 mm dia C.I. sluice valve accessories and special in pipe line(accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts,complete as per direction of Engineer-in-Charge.

Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme.

Labour charges for fitting and fixing 150 mm. dia Alfa Alfa valve with 160 mm. dia ciass-ll U. 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.

Supplying, fitting and fixing including transportation of MS Signboard of Size 2.0 m × 1.0 mx 1.5 mm thick with 2 nos MS angle 40×40×6 mm welded as periphery frame and 2 nos.MS angle posts of 40x40x6mm thick (8 ft ≈ 2.44 m each), embedded 2 ft (≈0.6 m) into 1:2:4 CC cement concrete for identifing the exact location of RLI scheme including cutting, welding with supply and installation of flex over the MS Sheet. .This will include one materials and labour complete as per drawing and direction of EIC

Testing of pipe line system against leakage by filling the distribution chamber with water and supplying water through the entire pipe line net work for atleast 4 (Four) hours including hiring and transport of suitable generstor , pump , tools and plants, fuel and lubricants and installation of the pump connecting the same with pipe line network making necessary electrical connection and dismantling all these after completion of test all complete as per direclion cf Engineer -in - Charge. b)( i) For Major RLI

Add 4% Carriage (Except Item no 4.01,4.02,4.06,4.09,4.10,4.16,4.27)

Add 18% GST

Add 1% Cess