CONST. OF SUB MINOR and W/C OF OR-48 THROUGH UGPL, EX. KM 101.44 OF CLMC.

Amount

Providing D.I. pipes class K-7 (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP, Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 8329/2000 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets. DWSD, Jharkhand SOR- M1026 + CP @ 10% added. 300 mm dia pipe

350 mm dia pipe

400 mm dia pipe

500 mm dia pipe

600 mm dia pipe

750 mm dia pipe

800 mm dia pipe

Providing and supplying in standard lengths High density Polyethelene Pipes (HDPE Pipe) confirming to IS 4984-4984 /14151 / 12786 / 13488 (latest Revision with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint /compression fitting joint or flanged joint excluding coupler/ specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete. [DWSD, Jharkhand SOR- M1028 + CP @ 10% added. HDPE Materila grade PE 80-PN06] 110 mm dia pipe

125 mm 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

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)] Initial lift

E/W in excavation of cut off trenches as per design section in soft rock or ordinary rock (where blasting is not needed) (vide classification of soil item-C with disposal of spoil (beyond 50M away from the toe of dam in country side) with initial lead of 150M and lift of 15M, including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specifictaion and direction of E/I. - 40% of excavated earth. [JH-WRD-SOR-7.1.12.2]

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]

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. [JH-DWSD-SOR- 3.1.1.2]

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

400 mm dia pipe

500 mm dia pipe

600 mm dia pipe

750 mm dia pipe

800 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, Section - I/H.D.P.E PIPES, Page 115 & JHSOR 3.1.37] 110 mm dia pipe

125 mm 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

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 600- 900mm dia

Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. PN - 1.0 [DWSD SOR Item - M1039 B (Without bypass arrangements)] 100 mm

Providing Double Flanged Sluice valve (Size 50mm to 1200mm) for scour, confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. all complete. [JH-DWSD-SOR- M1039(C), Page 61 Without byepass arrangement (With ED) PN - 1.6] 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] 100mm

750mm (MJP Section I(XII) - 4- (xvi) & (xvii) P-135

800mm (MJP Section I(XII) - 4- (xvi) & (xvii) P-135

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

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). [JH-DWSD-SOR-3.1.42] 80 mm

Supplying all labours, tool & equipments for cutting pucca or W.B.M road and restoring the same after laying & jointing of pipe lines. 18 Nos. of Road crossing for different dia of pipe. Pucca Road cutting[JH-DWSD-SOR- 3.1.19.1A]

W.B.M. Road cutting [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. [Jharkhand 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 and direction of E/I. (Item No. - BCD SOR 5.3.2.2)

Labour charges for one cutting Pipes including supplying necessary tools & plants as per specification. [JH-DWSD-SOR- 3.1.43 & MJP Section I(XII)-20a, P-141] 300 mm dia pipe

350 mm dia pipe

400 mm dia pipe

500 mm dia pipe

600 mm dia pipe

750 mm dia pipe

800 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) (JH-DWSD-SOR-3.1.46) 110 mm dia pipe

125mm dia pipe

140mm 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

350 mm dia pipe

400 mm dia pipe

500 mm dia pipe

600 mm dia pipe

750 mm dia pipe

800 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. [JH-WRD-SOR- 5.1.14.1

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet etc. as per designed section in ordinary rock or soft rock (where blasting is not needed) (Vide classification of Soil Item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150 m & initial lift of 1.50m as per specification & direction of E/I.[JH-WRD-SOR- 7.1.12.2] Initial Lift- 0 to 1.5m

1st Lift- 1.5 to 2.5m

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

Plain/Reinforced Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. [JH-SOR Part A- 7.2E, 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-SOR Part A- 7.4,Page-48 A caseI(a)]

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], Page 37

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. [JH-SOR-Part A- 8.3, Page-37] 8mm dia

10mm dia bar

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]

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-BCD-SOR- 5.3.1.4]

Providing precast R.C.C.M-200 with nominal mix of (1:1.5:3) 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- 5.3.2.1)

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-BCD-SOR- 5.7.3]

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]

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 [JH-BCD-SOR- 5.2.3]

Providing precast R.C.C 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 manualy to site and lying 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-BCD-SOR-5.3.4]

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) [JH-BCD-SOR-5.1.7]

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc.

Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, girders, bressumers and cantilevers etc.

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. [JH-WRD-SOR- 5.1.14.1 & 21.1] (Initial Lift+ one extra lift)

Supplying all materials, labours & tools and doing P.C.C M-150 (1:2:4) with approed quality of stone chips (20mm to 6mm size) clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per specification and direction of E/I.

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-RCD-SOR-14-1C Case I] for RCC M-300 grade

Carriage of Materials- Sand- 19km

Stone Chips - 71 km

Cement - 77 km

Steel - 77 km

Bricks - 24 km

5(Five) Years Expenditure for Operation and Maintenance.

Add GST @18%

Add Labour Cess @1%

RADHE CONSTRUCTION