WRIDD/EEAM/KNJ(AM)/NIT NO 11/25-26 S9

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.

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.

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

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

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..

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.

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 = 35 km]

Cement concrete (1:3:6) with graded jhama khoa (30 mm size) excluding shuttering ,In ground floor and foundation.

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

12.5 cm.thick 1st class brick work 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 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.

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.

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.

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 ERW pipe

150 mm dia special bend, both ends flanged

300 mm dia ERW pipe special bend, both ends flanged

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.

Installation/ Erection of Surge tank/ Shore manifold (to be supplied from deptt. Free of cost) over a rigid base of cement concrete (1:2:4) with stone chips 20 mm down of 1250 mm X 1250 mm X 150 mm over a single layer of brick flat solling 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.

Installation of Diesel Engine Pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90° M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-incharge. (Pump set and all accessories will be supplied departmentally). For Major RLI.

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)

Loading of Electro-Motor pumping set of any make of 200 cubic meteres per hour capacity with necessary accessories and fixtures viz. M.S. bend, M.S. Pipes, Rubber Hose Pipe, Manifold, Surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve, priming chamber, etc by any means into the following transport at the lifting point having a lead of 100 meter and unloading the same at the destination point and stacking the same properly at a distance of about 100 meter complete as per direction of E.I.C.

Transportation of Electro-Motor pumping set for major R.L.I. of any make/brand with necessary fixtures viz. M.S. bend, M.S. Pipes, Rubber Hose Pipe, Manifold, Surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve, priming chamber, etc over pucca/kancha road from Sub-Division Store to Working Site excluding loading at the lifting point and unloading at the delivery point. Upto 50 km

Loading from tuck P.V.C pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm² capacity and average length of 6 metre kept in telescopic arrangement and stacking in godown/ site as per direction including carriage by head load within lead of 50 metres. i) 315 mm dia.

ii) 200 mm dia.

iii) 140 mm dia

Carriage of P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm² capacity and average length of 6 metre kept in telescopic arrangement over pucca/ kancha road for every 100 m of such pipe upto 100 kilometre. Distance 35 km i) 315 mm dia

ii) 200 mm dia

iii) 140 mm dia

Unloading from truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm² capacity and average length of 6 metre kept in telescopic arrangement and stacking in godown/ site as per direction including carriage by head load within lead of 50 metres. i) 315 mm dia

ii) 200 mm dia

iii) 140 mm dia

Labour for loading the following materials into trucks, carts, boats etc. at lifting point and unloading the materials at the destination and staqcking the same as per direction including carriage by head load upto a lead of 100 metres at each end. A) 150 mm dia ERW/ MS flanged pipes.

Carriage of miscellaneous materials over pucca road upto 5 km distance a) 150 mm dia ERW/ MS flanged pipes

Extra rate for carriage of 150 mm dia ERW/ MS pipe (72 m). Distance 35 km. i) For carriage of 150 mm dia beyond 5 km and upto 50 km

Carriage of departmental materials from departmental store to the work site and return back the damaged/ replaced and unused materials to store including loading & unloading complete at both sides by Tempo/ Van/ Rikshaw/ Mini truck etc. upto 25 km distance in one way. For delivery pipe, surge tank, bend, valve, etc.

For Kiosk box

Extra carriage @4% on Sl. Nos. 13.00 to 22.00 & 25.00 to 35.00

Total cost of works including extra carriage (Sl. No. 11.00 to 45.00)

GST @18% on Sl. No. 46.00

Total (Sl. No. 46.00 + 47.00)

Cess @1% on Sl. No. 48.00

Total cost of procurement (Sl. No. 1.00 to 10.00)

Total (Sl. No. 48.00 + 49.00 + 50.00)

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