WRDD/EEAM /MLD-II /NIT-07(e)/25-26

SUPPLY OF UPVC PIPES, M.S/G.I ITEMS & MATERIALS

Supply of 200 mm OD, Class - l Rigid PVC 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 of 140 mm OD, Class - l Rigid PVC 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 of 140 mm OD, Class - Il Rigid PVC 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.

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

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

200x200x200 M. P.V.C. Tee with free solvent cement: IS 10124/2009 (ISI Marked) Part-5(Class-II)

140x140x140 M. P.V.C. Tee with free solvent cement, IS 10124/2009 Part-5(Class-II)

160 x 140 Reducer(cl-II) with free solvent cement. IS 10124/2009 (ISI Marked) Part-3 with latest ammendment

200 x 140 Reducer(cl-II) with free solvent cement. IS 10124/2009 (ISI Marked) Part-3 with latest ammendment

200 mm. dia 600 bend(cl-II) ( IS. No. 10124/2009 (ISI Marked) Part- 9 with latest amendment, Table-I )

200 mm. dia 900 bend(cl-II) ( IS. No. 10124/2009(ISI Marked) Part- 8 with latest amendment, Table-I )

140 mm. dia 900 bend (cl-II) ( IS. No. 10124/ 2009(ISI Marked) Part- 8 with latest amendment, Table-I )

140 mm. dia 600 bend(cl-II) ( IS. No. 10124/ 2009(ISI Marked) Part- 9 with latest amendment, Table-I )

140 mm.dia IS.NO.10124/2009(ISI Marked) Part-4 with latest amendment.PVC End Cap.(cl-III)

200 mm.dia IS.NO.10124/2009 (ISI Marked) Part-4 with latest amendment.PVC End Cap.(cl-III)

160 mm. dia ( IS. No 10124/2009(ISI Marked) Part- 6 with latest amendment) F.T.P.(Cl-II)

200 mm. dia ( IS. No 10124/2009(ISI Marked) Part- 6 with latest amendment) F.T.P.(Cl-II)

Solvent cement extra (Medium duty) IS 14182/1994 with latest (ISI Marked)ammendment

150mm dia PVC Flexible hose pipes IS 15265/2003 (ISI Marked) with latest ammendment

G.I Quadrupped Set for Major RLI Scheme (ISI Marked)

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 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

150 mm Dia. C.I Tail Piece, one ends flanged (23 mm flange thickness),drilled as per IS: 6392(Table-17) (ISI Marked) 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.

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 of 150mm 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)

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)

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 Delivery of GI ERW Pipe with Flanged ISI marked- IS: 1239 (part-I) Galva- IS 4736- 150mm.dia (4.8mm)

150 mm dia Non Return Valve . (1) 150 mm dia C.I Non -Return Valve , Flanged end & swing type with side by pass arrangement as per IS: 5312 (Part-I)/204 with latest amendment , duly ISI marked

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. M-20 X 80 mm

Compressed Asbestos Fibre Jointing for Quadrupod Set (for raised surface fro Flange as per IS 6392) 500mm dia (Table-5) (ISI Marked)

Supply & transport 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) 200mm.dia( Table-11)

200mm.dia( Table-5)

150mm.dia( Table -17)

150mm.dia( Table -5)

80mm.dia( Table -17)

Supply and transportation of Havoc Zinc best quality

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)

BoQ_Ver3.0

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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

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. ii) For spout Chambers :

iii) For Pipe Trenches:

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. ii) 200 mm. dia

iii) 140 mm. 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.

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 1:1.5:3) 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)

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.

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.

Earth work in filling trenches after laying pipe lines (PVC, RCC, ACP etc) with good eath obtained from excavation of field trenches in layers not exceeding 225 mm, including watering & ramming etc. layer by layer complete. i) For spout Chambers :

ii) For Pipe Trenches:

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)

Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for RLI Scheme.(Rate inclusive of transportation from departmental store to work sitej. (Rate inclusive of transportation from Deptt. Store to work site).

Labour charges for fitting and fixing 150 mm. dia Alfa Alfa valve (Type-C) with 160/140 mm dia class-II 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.

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.

Fitting and fixing of 150 mm dia Non return valve accessories and special in pipe line (accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts,

Labour charges for fitting, fixing 150 mm x 200 mm dia MS expander with 200 mm dia UPVC pipe with the help of PVC flanged tail piece by joining the PVC end of tail piece and 200 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion nuts and bolts etc complete.

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 3.00mm 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

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.

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 2.01,2.02,2.15,2.16,2.26)

Add 18% GST

Add 1% Cess

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