WRIDD/EEAM/KNJ(AM)/NIT NO 15/25-26

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

200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.

140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.

315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.

200 mm.dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.

160 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.

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

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

200 mm. dia 600 ( IS. No. 10124/88 Part- 8 with latest amendment ) bend

140 mm. dia 900 (IS. No. 10124/ 88 Part- 8 with latest amendment) bend.

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

200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.

140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.

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

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

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

150 mm dia P.V.C.Flexible Hose.

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

G.I./M.S. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set).

150 mm. dia I.S.I. mark and specification Pn- IC sluice valve.

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

150 mm dia CI Alfa-Alfa Valve Type - C as per specification (IS)

150 mm dia G.I. E.R.W. Pipe with flanged.

M.S. Hose Clamp 150 mm dia.

Nipple one end flanged & other end grooved. 150mm dia.

Supply of best quality Foundation Bolt for Distribution Chember 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 (As per Annex ure-E). The average weight of such Bolts to be 1.5 Kg per Bolt with tolerance in weight of each Bolt @ +10%.

Nuts & Bolts - G.I./ M.S. Hexagonal head bolt and nuts bearing IS:1363 (Part-I)/1992 of Product Grade -C with latest amendments for bolts & IS-1363 (paft3)/1992 of product Grade C with latest amendments for nuts properties/ Clause for bolts- 4.6 & for nuts- 4.5. Both bolts & nuts are to be duly ISI Certification marked with 2 nos plain MS washer. M 20x80 mm.

Foot valve Lather washer 150mm.dia.

Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500mm.dia(Table-5).

Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 6392/71 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-17)

Earthwork in excavation of foundation or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading or stacking the spoils, as directed and including trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete. Depth of excavation not exceeding 1.5 metre (not required shoring) . i) For foundation blocks of Quadruped & For Spout Chamber

Earthwork in excavation of field trenches as per design section & alignment for laying of pipelines( 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 includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom bailing out water as required complete. i) For P.V.C pipes of different dia

(A) 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. i) 315 mm.dia Class-I

ii) 200 mm.dia Class-I

iii) 140 mm.dia Class-I

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.. i) For foundation blocks of Quadruped & For Spout Chamber

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

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 striking out after completion of works (upto roof of ground floor) 25 mm. to 30 mm.thick wooden shuttering. i) For foundation blocks of Quadruped & For Spout Chamber

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. (i) Pakur Variety [Consider distance = 26.00 km] i) For Spout Chamber & Quadruped set.

Cement concrete (1:3:6) with graded jhama khoa (30 mm size) excluding shuttering ,In ground floor and foundation. i) For foundation blocks of Quadruped &For drop wall of spout chamber

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 , Pakur Variety, [Consider distance = 26.00 km] For Quadrupped Set

Re-inforcement 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 1.626mm. (16SWG) black annealed wire at every intersection complete as per drawing and direction including cost of wire upto 1st floor level (For Tor Steel). SAIL/TATA/RINL [consider for distance = 26.00 K.M.] i) For WTA

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

12.5 cm.thick 1st class brick work in cement mortar (1:4) in ground floor including scaffolding racking out joints etc. complete. i) For WTA

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as etc. necessary at ground floor. i) With cement mortar (1:6) 20 mm. thick plaster. [ Item No (i) (b) ]

ii) With cement mortar (1:6) 15 mm. thick plaster. [ Item No (i) (c) ]

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

Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation. i)For Pipe Trench

Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation. i)For Spout chamber & Quadruped etc.

Labour charges for fitting, fixing of G.I./ E.R.W. pipe (to be supplied Deptt.) including transportation of the same jointing and making leak proof threaded/flanged joints 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. 150 mm.dia

Labour Charge for fitting, fixing 150mm x 200mm. dia MS expander with 200 mm.dia UPVC pipe with the help of FTP (flanged Tail Piece) by joining flanged end of tail piece and expander with rubber insertion, nuts and bolts and PVC end of tail piece with 200 mm.dia UPVC pipe with coupler, all complete.

Fitting and fixing of M.S/G.I/C.I accessories and special in pipe line( accessories & special to be supplied departmentally) including fittings of jointing materials viz. rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-In-Charge. i) 150 mm dia C.I Sluice Valve.

Labour charges for fitting fixing 150 mm dia alfa alfa valve with 160 mm dia P.V.C. riser pipe with the help of flanged PVC tail piece by jointing the PVC end of tailpiece and riser pipe with coupler and flanged end of tailpiece and alfa alfa valve with rubber insertion, nut & bolts etc. complete.

Labour charges for fitting fixing PVC riser pipe with 160/140 mm dia M.S/PVC. 90 deg. bend by using PVC tailpiece.

Labour charges for fitting fixing 200 mm x 200 mm x 160/200 mm or 140 mm x 140 mm x 160/140 mm PVC tee with 150 mm dia M.S. extension pipe using by PVC tailpiece.

Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to work site).

Supplying, fitting and fixing including transportation of sign board for indentifing the exact location of RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI pipe/35mm Angle of IS 1239/90 (part-1) including cutting , welding and writting of both sides of Sing 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.

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. For W.T.A.

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 Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. (As it is electrified scheme so testing can be done with Electro Motor Pumping set & the departmental electric line)

Extra carriage @4% on Sl. Nos. 36.10 to 47.00 & 50.00 to 59.00

Total of Sl. Nos. 34.00 to 60.00

GST @18% on Sl. No. 61.00

Sub-total (Sl. No. 61.00 + 62.00)

Cess @1% on Sl. No. 63.00

Total (Sl. No. 63.00 + 64.00)

Total cost of procurement (Sl. No. 1.00 to 33.70)

Total cost (Sl. No. 65.00 + 66.00)

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