CONSTRUCTION OF SUB MINOR and W/C OF OR-49B THROUGH UGPL EX KM 106.813 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

450 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 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 profie and dressing the bed in proper grade etc. all complete as per specifictaion and direction of E/I. [JH-WRD-SOR-7.1.12.2]- 40% of excavated earth.

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]

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, 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

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 complete as per I.S-9523 class K-12. Note- The rates are F.O.R. at worksite in Jharkhand inclusive of Royalty, inspection charges & other taxes but exclusive of GST & C.P. [JH-DWSD-SOR- M 1027 + C.P. @ 10% added.] Fittings 350-450mm 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)] 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

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 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]

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 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)

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

450 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

450 mm 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 & 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

1st Lift- 1.5 to 2.5m

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 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 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, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of centering, shuttering, finishing and reinforcement) taxes and royalty all complete as per building specification and direction of E/I. [JH-BCD SOR 5.3.9.1]

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-12.8 G ]

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] 8mm dia

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) 10mm dia bar (BCD SOR 5.5.5)

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 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 and laying PCC M-200 in nominal mix of (1:1.5:3) 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: 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 M-200 with nominal mix of (1:1.5:3) 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]

Centering and shuttering including strutting, propping etc. and ite removal for Foundations, footings, base of columns etc. for mass concrete all complete as per specification and direction of E/I.

Centering and shuttering including strutting, propping etc. and ite removal for suspended floors, roofs, landings, balconies and access platform all complete as per 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) [JH-BCD-SOR-5.1.7]

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 & 5.1.21.1] (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, 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.(JH-BCD SOR 5.3.1.2)

Carriage of Materials- Sand- 23km

Stone Chips - 75 km

Cement - 81 km

Steel - 81 km

Bricks - 22 km

5(Five) Years Expenditure for Operation and Maintenance.

Add GST @18%

Add Labour Cess @1%

SHIVAMSHAHIL CONSTRUCTION PRIVATE LIMITED