CONSTRUCTION OF CHADRI MINOR OR-29A EX. KM.64.86 AND CHADRI MINOR OR-29B EX. KM.65.91OF CLMC BY UGPL.

Amount

DI Pipe : Providing and Supplying ISI mark Centrifuggaly cast (Spun) Ductile Iron Pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to IS 8329/2000 in the standard working lengths of 4.5, 5.5 & 6m suitable for classification K-7 suitable for push-on-joint (rubber gusket D jointing) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. Rates are FOR prices including Inspection, Carriage upto project site, Contractor profit & overhead charges etc. excluding taxes & duties. (DWSD, Jharkhand SOR - M 1026) (i) 300 mm dia pipe

(ii) 350 mm dia pipe

(iii) 400 mm dia pipe

(iv) 500 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). PE-100, P.N.-8 (DWSD, Jharkhand SOR - Sl No. - M 1028 & Add 10% CP) ) (i) 110mm dia pipe

(ii) 125mm dia pipe

(iii) 140 mm dia pipe

(iv) 160 mm dia pipe

(v) 180 mm dia pipe

(vi) 200 mm dia pipe

(vii) 225 mm dia pipe

(viii) 280 mm dia pipe

(ix) 315 mm dia pipe

(x) 250 mm dia pipe

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) - [JH-DWSD-SOR-3.1.1.1(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)

Earth work in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I.(DWSD SOR 3.1.1.2)

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA)/D.I. Pipes 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] (Cost of Pipes excluded) (i) 300mm dia pipe

(ii) 350mm dia pipe

(iii) 400mm dia pipe

(iv) 500mm 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 (i) 110 mm dia pipe

(ii) 125 mm dia pipe

(iii) 140 mm dia pipe

(iv) 160 mm dia pipe

(v) 180 mm dia pipe

(vi) 200 mm dia pipe

(vii) 225 mm dia pipe

(viii) 280 mm dia pipe

(ix) 315 mm dia pipe

(x) 250 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. (i) Fittings 200- 300mm dia

(ii) Fittings 350- 450mm 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) (i) 100mm

(iii) 150mm

(iii) 200mm

(vii) 500mm

(viii) 250mm

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) (i) 100mm

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 (Cost of sluice valve excluded) (i) 100mm

(iii) 150mm

(vii) 400mm

(viii) 500mm

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 (i) 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 (cost of Air valve excluded) (i) 80 mm

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

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

Plain/Reinforced Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. [JH-SOR Part A- 7.2A]

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[JH-DWSD-SOR- 3.1.43] (i) 300mm dia pipe

(ii) 350 mm dia pipe

(iii) 400mm dia pipe

(iv) 500mm 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) (JH-DWSD-SOR-3.1.46 ) (i)110mm dia pipe

(ii) 125mm dia pipe

(iii) 140 mm dia pipe

(iv) 160 mm dia pipe

(v) 180 mm dia pipe

(vi) 200 mm dia pipe

(vii) 225 mm dia pipe

(viii) 280 mm dia pipe

(ix) 315 mm dia pipe

(xi) 300mm dia pipe

(xii) 350mm dia pipe

(xiii)400mm dia pipe

(xiv) 500mm dia pipe

Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (JH-WRD-SOR-7.1.27 )

Earthwork in excavation in ordinary or soft rock (where blasting is not needed) (vide classification of soil item - C ) with initial lead upto 10M and lift of 1.5M including dressing making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. (JH-WRD-SOR-7.1.12.2)

Earthwork in excavation in ordinary or soft rock (where blasting is not needed) (vide classification of soil item - C ) with initial lead upto 10M and lift of 1.5M including dressing making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. (Extra for Earth work in each additional lead of 25 m beyond the initials as per specification and direction of E/I. ) (For ordinary soft or hard rock) (vide classification of soil item A and B) [JH-WRD-SOR-7.1.12.2+JH-WRD-SOR-7.1.33.2]

Plain/Reinforced Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. [JH-SOR Part A- 7.2C, Case I, Page-158]

Providing RCC M-200 with nominal mix of (1:1.5:3) in roof Slab (Pump House) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. [JH-BCD-.SOR- 5.3.9.1] [JH-SOR Part A- 7.2,Page-159]

Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) [JH-SOR-Part A, Chapter-7.3, Page-158]

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. [JH-SOR- Part A-3.14]

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. [JH-SOR-Part A- 8.3, Page-162]10 Dia. Bars and 8 Dia. Bars

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. [JH-BCD-SOR- 5.1.1]

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) [JH-BCD-SOR-5.1.10]

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. [JH-BCD-SOR- 5.6.3]

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. [JH-SOR-PART-A-7.1]. [JH-BCD-SOR- Part A 7.1]

Providing designation 75A brick work in C.M.(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm 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. [JH-SOR-Part A-4.3]

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. [JH-SOR-Part A-3.3]

Filling in foundation trenches and plenth in layers not exceeding 150 mm thick well watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M complete as per building specification and direction of E/I (Mode of measurement compacted volume) [JH-SOR-Part A-5.1]

Providing designation 75A one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. [JH-SOR-BCD-5.6.2]

GI TEE valve and fittings with Spanner all complete job as per specification and direction of E/I

Providing precast R.C.C.M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of F.M. 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. [JH-SOR-BCD-5.3.30]

Carriage of Materials (i) Bricks - 25 KM

(ii) Sand - 20 KM

(iii) Stone Chip - 55 KM

(iv) Cement - 50 KM

(v) Steel - 50 KM

Add GST @12%

Add Labour Cess @1%

M/S. R. K. CONSTRUCTION