Construction of minors, sub minors and water courses of OL-61 (Kalapathar minor) and OR-62 (Dumaria minor) Ex-Km. 123.08 of CLMC through piped irrigation network under gravity.

Amount

DI Pipe: Providing and suppling in ISI mark centrifugally cast (Spun) Ductile Iron Pipes of 100 mm and above all diameter for water works with socket and Spigot ends confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6 m suitable for classification K-7 and K-9 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside Zinc and bituminous coating. Note:-The Rate are F.O.R at worksite in Jharkhand including Royality, inspectinon Charge and other taxes but excluding GST & C.P. K-9 Size (i) 300 mm dia pipe

350 mm dia pipe

450 mm dia pipe

600 mm dia pipe

700 mm dia pipe

800 mm dia pipe

900 mm dia pipe

Providing and supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) confirming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary Jointing materials like mechanical connector i.e. thread/insert joint/quick release coupier joint/compression fitting joint or flanged joints excluding coupler/specials and taxes). DWSD, Jharkhand SOR - Sl No. - M 1028 & Add 10% CP) HDPE Pipe of Material Grade - PE 80-PN 06 110mm dia pipe

125mm dia pipe

140 mm dia pipe

160 mm dia pipe

180 mm dia pipe

200 mm dia pipe

225 mm dia pipe

250 mm dia pipe

280 mm dia pipe

315 mm dia pipe

355 mm dia pipe

400 mm dia pipe

450 mm dia pipe

500 mm dia pipe

A) Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge (Classification soil item B) - 60% of excavated earth. [JH-DWSD-SOR-3.1.1.1(B)]

B) Earth work in excavation in ordinary rock or soft rock (where blasting is not needed) (Vide classification of soil item-C) with initial lead of 10M and lift of 1.5M including dressing making the sides in proper profile and dressing the bed in proper grad etc. all complete as per specification and direction of E/I. (JH-WRD-SOR-7.1.12.2) Initial Lift 0 to 1.5 M :-

1st lift -1.5 to 2.5 M :-

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation with in initial lead and lift as per specification and direction of Engineer-in-Charge. (For classification for Soil item - A & B).

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) in trenches without supplying rubber gasket and making gasket joints including providing night guard, barrier and red light to safe guard against accident all complete (Pipe to be suppllied departmentally free of cost and laying of pipes is to be done as per I.S.S.3114-1985) as per design, specification and direction of E/I. [DWSD SOR 3.1.32.b] 300 mm dia pipe

350 mm dia pipe

450 mm dia pipe

600 mm dia pipe

700 mm dia pipe

800 mm dia pipe

900 mm dia pipe

Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/ butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. [MJP P-106] Section - I/H.D.P.E PIPES, Page-115 225 mm dia pipe

250 mm dia pipe

280 mm dia pipe

315 mm dia pipe

355 mm dia pipe

400 mm dia pipe

450 mm dia pipe

500 mm dia pipe

Supplying labours and tools for laying and jointing H.D.P.E. pipes in trenches and making butt welded joint, supplying heating mirror , jack etc. and providing night guard , barrier and red light to safe guard against ancident, all complete as per specification and direction of E/I (H.D.P.E. pipes will be supplied departmentally free of cost). (a) 110mm dia pipe

(b) 125mm dia pipe

(c) 140 mm dia pipe

(d) 160 mm dia pipe

(e) 180 mm dia pipe

(f) 200 mm dia pipe

Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED, CST, all taxes, etc. complete as per I.S-9523 but excluding freight. [JH-DWSD-SOR- Part B - M 1027 + Inspection - 1%, Transportation 10 % & C.P. @ 10% added. Fittings 200- 300mm dia

Fittings 350- 450mm dia

Fittings 600-900mm dia

Providing double flange sluice valve (Size 50mm to 1200mm) confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc. all complete. [JH-DWSD-SOR-1039B] DWSD SOR Item - M1039 B (Without bypass arrangements) 100mm

Providing double flange sluice valve confirming for IS - 2906/14846 including worn gear as per test pressure stainless steel spindle caps transportation etc all complete FOR Rate including all taxes. (Without byepass arrangement - PN-1.6) JH-DWSD-SOR-M-1039-C (Scour Valve) 110mm

Supplying labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and boilts confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I (Sluice valve and pieces to be supplied departmentally free of cost). JH-DWSD-SOR-3.1.35 100mm

MJP Section I(XII) - 4 750mm

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complet.. MJP SECTION I: PIPE APPURTENANCES . 8.a Pg 137 PN - 1.0 80mm

Supplying labour & tools for fixing C.I. double acting Air valve in trenches as per specification and direction of E/I. (C.I double acting Air valve to be supplied departmentally free of cost) JH-DWSD-SOR-3.1.42 80 mm

Supplying tools and cutting road as well restoring the same as per specification and direction of E/I. i) Pucca Road cutting- 40% of [JH-DWSD-SOR- 3.1.19.1A]

ii) W.B.M. Road cutting- 30% of [JH-DWSD-SOR- 3.1.19.1B]

Dismentaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I. [JH-BCD-SOR- 5.10.2]

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification

Labour charge for one cutting of cast iron pipe and specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.B211 300 mm dia pipe

350 mm dia pipe

450 mm dia pipe

600 mm dia pipe

700 mm dia pipe

MJP Section I(XII) - 20a 800 mm dia pipe

900 mm dia pipe

Supplying labours, tools and tackles for testing of laid C.I. or U.P.V.C or H.D.P.E. or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally) 110mm dia pipe

125mm dia pipe

140 mm dia pipe

160 mm dia pipe

180 mm dia pipe

200 mm dia pipe

225 mm dia pipe

250 mm dia pipe

280 mm dia pipe

300 mm dia pipe

315 mm dia pipe

350 mm dia pipe

450 mm dia pipe

600 mm dia pipe

700 mm dia pipe

800 mm dia pipe

900 mm dia pipe

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50M as per specification & direction of E/I. Initial lift 0.0 to 1.5 M :-

Providing and laying in cement concrete in retaining walls, return walls, walls (any thickness) including attached plaster, colums, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five leevl, exluding the cost of centering, shuttering and finishing : position cement concreate of specified grade excluding the cost of centring and shuttring - All work up to plinth level : 1:2:4 (1 Cement : 2 course sand (zone iii) : 4 graded stone aggreagate 20 mm nomial size)

Providing and laying in cement concrete in retaining walls, return walls, walls (any thickness) including attached plaster, colums, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five leevl, exluding the cost of centering, shuttering and finishing : position cement concreate of specified grade excluding the cost of centring and shuttring - All work up to plinth level : 1:1.5:3 (1 Cement 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nomainal size).

Providing and fixing at or near gorund level precast cement concrete in kerbs, edgings etc, as per approved pattern and setting in position with cement mortal 1:3 (1 Cement : 3 Coarse sand), including the cost of required centering, shuttering complete, 1:1.5:3 (1 Cement 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nomainal size).

Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5 % Cico or any other water proofing compound including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) disposal of excaveted earth as obtained to a distance upto 50 M including all lift levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenchesor in plinth includingrall materials, labour, royalty and taxes all complete as per building specificationand direction E/I. (Mode of measurement compacted volume)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 min nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Providing tor steel reinforcement of 8mm dia rods as per approved design and drawing with cuting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (exculuding carriage of bars to work site) all complete as per building specification and direction of E/I. TMT Fe 500 (only Valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL Ltd, Bokaro and Vizag (RINL)).

Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing with cuting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (exculuding carriage of bars to work site) all complete as per building specification and direction of E/I. (a) 10 mm (TMT coil Fe 500) (only Valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL Ltd, Bokaro and Vizag (RINL)).

Providing 12mm. Thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 75 B brick flat soling joints filled with local sand including cost of watering taxes royalty all completeas per building specification and direction of E/I.

Providing designation 75 A brick work in CM(1:6) in foundation and plinth with approved quality of clean coarse sand of F M 2 to 2.5 including providing 10mm thick mortar joints. cost of screening materials raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M specificfation and direction of E/I. (Mode of measurement compact volume)

Carriage Bricks - 25 KM

Sand - 46 KM

Stone Chip - 98 KM

Stone Metal - 98 KM

Cement - 100 KM

Steel - 100 KM

O&M charge for 1st year

O&M charge for 2nd year

O&M charge for 3rd year

O&M charge for 4th year

O&M charge for 5th year

Add GST @18%

Add Labour Cess @1%

RADHE CONSTRUCTION