WRDD/EEAM/MLD-I/ eNIT-16/2025-26

315 mm dia P.V.C pipe class-I ( with a loose matching coupler) marking IS No. 4985/1988 with latest amendments with free solvent cement.

200 mm. dia P.V.C. pipe Class- I ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.

140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement.

140 mm. dia U.P.V.C. pipe Class-II ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.

200 mm dia U. P.V.C. Equal Tee as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)

140 mm dia U. P.V.C. Equal Tee as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)

315 mm. dia PVC (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P. with M.S flange with ISI marked.

200 mm.. dia PVC( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P. with M.S flange with ISI marked.

160 mm. dia PVC ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.. With M.S flange with ISI marked.

200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement with ISI marked.

160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement with ISI marked.

140 mm. dia 90° bend(Class-II) (IS No. 10124/ 88 Part- 8 with latest amendment ) bend with ISI marked.

140 mm. dia 600 bend(Class-II) (IS No. 10124/ 88 Part- 8 with latest amendment ) with ISI marked.

200 mm. Dia U.P.V.C. End Cap (Cl-III) as per IS. NO. 10124/ 88 Part- 4 with latest amendment with ISI marked.

140 mm. Dia U.P.V.C. End Cap(Cl-III) as per IS. NO. 10124/ 88 Part- 4 with latest amendment with ISI marked.

Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement. (ISI Marked)

Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. (ISI Marked)

Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement. (ISI Marked)

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

Extra Solvent cement I.S. 14182-1994 with latest amendments

G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings for Major RLI, All materials ISI marked. As per appvd. existing drawing and tech. spce.

150 mm. dia I.S.I. mark and specification Pn- 1.6 ,C.I sluice valve with hand wheel IS:14846/2000 with latest ammendments. Parts of the valve shall be manufacture from basic materials and the valves should be tested for (Closed end test ) against Hydrostatic test requirement and as per the drawing.

150 mm. Dia NB C.I. Foot valve heavy duty flange type W/t. 28 Kg + 5% IS: 4038/1986 with latest amendment ISI marked (FlangeType).

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.

G.I 150 mm dia 90º M.S bend (With priming arrangement) ISI mark

G.I 150 mm dia 90º M.S bend both end flanged as per IS Specification

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, 2mm thick, 45mm width Heavy Duty M.S. Hose Clamp fitted with bolt & nuts

Foundation Bolt (M.S/GI ) manufactured from 20 mm nominal diameter M.S. Rod as per IS-2062/1992. Total length of the Bolt is 375±10 mm having welded head 80±10 mm in length & 20 mm in nominal diameter with Nut & 2 nos Washer. The average weight of such Bolts to be 1.1 Kg per Bolt with tolerance in weight of each Bolt @ ±10%. For Distrubution Chamber (Quadruped Sets)

Hexagonal Head Bolts & Nuts (G.I) bearing IS –1363(Part-I)/1992 with latest revision and amendments for Bolts & IS-1363(Part-III)/1992 of product grade-C with latest revision and amendments for NutsProperties/Class for Bolt-4.6& for Nut-4.5. Both Bolts & Nuts are duly ISI certification marked. M 20x80 mm.

150mm dia. NB Foot valve Lather washer

Compressed Asbestos fibre jointing for M.S. Water Distribution Unit (for raised surface of flange as per IS-6392/1971,Table-5 with latest revision and amendments) made from 5 mm thick red jointing Sheet as per IS-2712/1998 , Grade-W/3. 500mm.dia (Table-5)

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) with ISI mark with latest amendment 300 mm dia( Table-11)

300 mm dia( Table-5)

200mm.dia( Table-11)

200mm.dia( Table-5)

150mm.dia( Table -17)

150mm.dia( Table -5)

80 mm.dia(Table-5)

Supply and transportation of 150 mm dia. C.I. Tail Piece with Flange adopter one side groved and other and flanged Over all length (175+15) mm with 7 now groves

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

Rate from Percentage BOQ (BOQ2) i.e. Amount for all related works

Percentage BoQ

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

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 #

PART-II: CONSTRUCTION & LAYING OF 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 UPVC pipes of different diameters within field trenches in curve / straight line using PVC fittings, viz. Bend, Tee, Reducer etc. and making leak-proof joints with couplers after roughening the surface with wire brush and emary 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. i) 315mm dia

ii) 200 mm dia

iii) 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. (Payment to be made on measurement of finished quantity) i) For foundation of Spout Chember & DC

Single brick flat soiling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. ii) For spout Chamber & DC

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

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 Variety

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. ii) For spout chamber & DC

Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of 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 1.626 mm (16 SWG) black annealed wire at every inter section complete as per drawing and direction including cost of wire upto 1st floor level. ( For Tor steel).

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 (1:4) 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

Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.quantity same as Item no 2.14

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. (Payment will be made on the basis of measurement of finished quantity of work.) i) For spout Chambers :

ii) For Pipe Trenches:

Labour Charges for fitting, fixing and laying 150mm dia 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

Erection, fitting and fixing set of M.S Quadrupped inlet and outlet pipe fittings for Ist chamber and 2nd chamber of Major RLI scheme.(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.

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.

Supplying, fitting and fixing including transportation of Sign board of MS fabricated Structure Sheet Size 2 m x 1 m x 1.5 mm thick, MS flat bar (40 mm x 6 mm) welded with frame with 2 nos. MS Angle post (45 mm x45 mmx6mm) of 2.44 m length embeded 0.6 m into 1:2:4 Cement Concrete pasting flex on the MS Sheet ( 2 m x 1 m) as approved signage. This will include Civil construction works of foundation, Painting , material , fitting fixing 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 net work making necessary electrical connection and dismantling all these after completion of test all complete as per direction of Engineer-in-Charge.

Add 4% Extra Carriage excluding Sl. No-2.01, 2.02, 2.16, 2.17 & 2.25

Add GST @ 18% on item no 2.01 to 2.26

Add CESS @ 1% on item no 2.01 to 3.00

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