Const. of Sub Minor and WC of OL-44 through UGPL, Ex. Km 94.45 of CLMC and Const. of Sub Minor and WC of OR-45 through UGPL, Ex. Km 97.29 of CLMC-8.099 km

Amount

DI Pipe : providing and supplying ISI mark centrifugaly cast(spun) Ductile iron pipe of 100mm and above all diameter for water works with socket and spigot ends confirming to IS 8329/2000 in the suitable working lenths of 4.5,5.5 and 6m suitable for classification K-7 & K-9 suitable for push on joint (rubber gusket D joint with cement morter lining inside the pipes with outside zink with bituminous coating, rates are ex factory excluding transportation , taxes and duties, contractor profit and overhead charge etc. 150mm dia pipe

200mm dia pipe

250mm dia pipe

300mm dia pipe

350mm dia pipe

400mm dia pipe

450mm dia pipe

600mm dia pipe

providing and supplying in tandard lenths high density polyethyline (HDPE) Confirming to IS 4984-4984/14151/12786/13488 9 (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/special and taxes). 110 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

315 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

Earth work in excavation in ordinary rock or soft rock (vide classification of soil item- C) with initial lead of 10m and lift of 1.5 m. including dressing making the sides in proper prpfile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. 40% of excavated earth

Earth work in backfilling the trenches after laying of different types and size of pipes with earth removed during excavation within initial lead and lifts as per specification and direction of Engineer in charge. (For classification for Soil item- A&B) [JH-DWSD-SOR- 3.1.1.2]

Supplying labours, tools,tackles lubricants 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 quard against accident all complete ( pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S.3114-1985) As per design, specification of E/I. 150mm dia pipe

200mm dia pipe

250mm dia pipe

300mm dia pipe

350mm dia pipe

400mm dia pipe

450mm dia pipe

600mm dia pipe

Lowering, laying and jointing H.D.P.E / M.D.P.E pipes in proper position including all specials by compresion 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 hydrolic jack, top loading clamp etc. all labours directed by engineer in charge as per IS 7634 PART-II. 110 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

315 mm dia pipe

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

Fitting 350-450 mm dia

Providing double flange sluice valve (size 50 mm to 1200 mm ) confirming for IS - 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps, transportation etc. all complete. [DWSD SOR Item - M1039 B (Without bypass arrangements- PN-1)] 125 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 joints 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 boits 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) 100mm

Providing and supplying kinetic double Orifice type air valve confirming to IS 14845 as per MJP's standard speciafications combined with srew down isolating valve , small orifice elastic ball resting on a gun metal metal orifice nipple, large orifice vulcanite ball seating on a moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading , unloading, transportation upto deparmental stores excluding GST levied by GOI & GOM in all respect etc.complete. 80mm

Spplying labour and 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) 80 mm

Supplying tool & cutting road as well restoring the same as per specification and direction of E/I. 18 Nos. of Road crossing for different dia of pipe. (a) Pucca Road cutting[JH-DWSD-SOR- 3.1.19.1 (a)]

Supplying tool & cutting road as well restoring the same as per specification and direction of E/I. (b)W.B.M. Road cutting [JH-DWSD-SOR- 3.1.19.1B]

Dismantaling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.

Providing and laying PCC M-150 in nominal mix of (1:2:4) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., upto floor five level, excluding the cost of centering, shuttering and finishing: (with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 ) (Item No. - BCD SOR 5.3.2.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [JH-BCD SOR 5.3.1.2]

Labour charge for one cutting of caste iron pipe and specials including supplying necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. (150mm)

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

140 mm dia pipe

160 mm dia pipe

180 mm dia pipe

200mm dia pipe

225mm dia pipe

250mm dia pipe

280 mm dia pipe

315 mm dia pipe

150mm dia pipe

200mm dia pipe

250mm dia pipe

300 mm dia pipe

350 mm dia pipe

400 mm dia pipe

450 mm dia pipe

600 mm dia pipe

Earth work 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 50 m. including all lifts, levelling, ramming the foundation trenches removing the roots of trees, shrubs all complete as per approved design , building specification and direction of E/I.

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 & direction of E/I. [JH-WRD-SOR- 7.1.27]

Earthwork 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 garde etc.all complet as per specification & direction of E/I.[JH-WRD-SOR- 7.1.12.2] Initial Lift- 0 to 1.5m

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [JH-BCD SOR 5.3.1.2]

Providing R.C.C. M-200 with nominal mix of (1:1½:3) in roof slab (pump house) with approved quality of stone chips 20mm to 6 mm size graded clean coarse sand of F.M. (2.5 to 3.0) including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing,( but excluding the cost of reinforcement & shuttering ) taxes and royalty all complete as per building specification and direction of E/I.

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 200

Supplying, fitting and placing HYSD bar (TMT Fe500) reinforcement in sub-structure complete as per drawing and technical specification. (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL) [JH-BCD SOR 5.5.4]

Earth work 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 50 m. including all lifts, levelling, ramming the foundation trenches removing the roots of trees, shrubs all complete as per approved design , building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and all taxes all complete as per building specification and direction E/I. (Mode of measurement compacted volume) [JH-BCD-SOR 5.1.10]

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [JH-BCD SOR 5.3.1.4]

Providing designation 75A one brick on edge solling joints filled with local sand Including cost of watering taxes royalty all complete as per building specification and direction of E/I. ,

Providing designation 75B one brick on flat solling joints filled with local sand Including cost of watering taxes royalty all complete as per building specification and direction of E/I. ,

Providing designation 75A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M 2.0 TO 2.5 Including providing 10 mm thick mortar joints , cost of screening , materials , raking out of joints to 15 mm depth , curing taxes and royalty all complete as per building specification and direction of E/I. ,

Providing R.C.C. M-150 with nominal mix of (1:2:4)) in slab of desire shape with approved quality of stone chips and clean coarse sand of F.M. (2.5 to 3.0) including curing, carrying the slab manually to site and lying in position all complete ( but excluding the cost of reinforcement & shuttering ) taxes and royalty all complete as per building specification and direction of E/I.

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [JH-BCD SOR 5.3.1.4]

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]

Providing precast RCC 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 -3.0 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. ,

for OR-45 steel ( 69 P + 3K )

cement ( 69 P + 3K )

Sand (1K +13P + 3K)

Stone chips ( 3k + 69P +3K )

Bricks (22 P +3K)

for OL-44 steel ( 69 P + 3K )

cement ( 69 P + 3K )

Sand (1K +13P + 3K)

Stone chips ( 3k + 69P +3K )

Bricks (22 P +3K)

5(Five) Years Expenditure for Operation and Maintenance.

Add GST @18%

Add Labour Cess @1%

PNV INFRATECH