Making automatic tyre wasing system Borewell including RCC approaches at Pouni II Expansion OCM under Pouni Sub Area

Amount

Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. (A) Plant mix method for Grading -I material.

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. (A) By plant mix method for Grading-III material.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect

Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but including cost of steel in dowel bar and tie rods etc. Note The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design.

Complete design, supply and installation of Automatic 4.2 MTR Wash platform with targeted spray pattern and Hot Deep galvanized removable grids. • 1.5 MTR height Galvanized side screens. – 2 Nos. • Side Spray Panels – 1 each of LH & RH – 2 Nos. • Safety bars along length of the wash platform 2 Nos. • 10 HP x 2 Wash Slurry pump (Special for Wheel Wash Purpose). • IP65 Rated Control Panel. – 1 Nos. • Concrete Water Tank 40 Cubic Meter • Water Tank Side Railing • Ultrasonic Sensor For Entry Automation (IP 67) – 1 Set • Associated pipe work. • Standard spare parts • Oil Separator – 1 Set • Flocculent Dosing System for mud settle – 1 Set • Total Nozzle 100 STAINLESS STEEL 304 • Capacity 30 To 40 Truck Per Hour • Gross Weight 60 MT • Axial Load 20 MT • Touch Screen 7 inch Control Panel for Easy Operation • Earthling Pit Work • Water Tank Safety Railing • Safety and Operation Sign Board . all complete with one year warranty Note :- The desing. submitted should be approved by any recognized institute Govt. of India.

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia.

Supplying, assembling, lowering and fixing in vertical position in bore well, Plain Casing pipe conforming to IS-12818-2010 nominal bore 200mm, OD 220 to 225mm and wall thickness 10 to 11.20 mm, of PE-100 & PN- 6 of approved brand and manufacature, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

Supplying, assembling, lowering and fixing in vertical position in bore well, Screen(slotted Casing pipe conforming to IS-12818-2010 nominal bore 200mm, OD 220 to 225mm and wall thickness 10 to 11.20 mm, of PE-100 & PN- 6 of approved brand and manufacature, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200mm dia.

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200mm clamp

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200mm dia

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Supplying and erecting minimum three & above starvrated submersible pumpset of 5.625KW/7.5hp with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 60 to 330 LPM discharge at 209 to 14 m head & discharge & delivery pipe of Size-50 mm diameter with a necessary H type clamps as per specification no. WP-SMP

Supplying and erecting flat flexible 3 core 6 sqmm. Pvc. Sheathed submersible type coper cable suitably clamped at fixed intervals with coloumn pipe assembly complete.

HDPE.Pipe. Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 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 dulyprotecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. complete.PE-100 of 10 kg/sqcm.of 63 mm OD

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 of 63mm OD.

Providing erecting main suspension by nylone rope of 10 to 15mm dia. Having terminal in provided eye bolts etc. complete.

Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.C. Submersible/centrifugal pump set upto 7.5 - 10 HP consisting of DOL starter having relay range 28-42 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc .

Providing & erecting 3 pole MCCB, 415V,100A, rated short circuit breaking capacity 25kA (Ics=100% of Icu) adjustable thermal (overload) setting & fixing maganetic setting with provided leads, provision for installation of shunt/UV/trip alarm contact. MCCB with phase barrier on both sides, insulation withstand capacity 800V, no line-load bias in provided enclosure/panels as per specifications no. SW-SWR/MCCB

Supplying & erecting SS enclosures for MCCB suitable for upto 100A MCCB.

Providing pipe type earthing with 40mm dia GI pipe or 20mm dia GI road complete with all materials testing & recording the results as per specification no. EA-EP

Supplying, erecting & terminating FR XLPE insulated galvaniesed steel formed wire armoured (strip) cable 1100V, 4 core 25 sqmm aluminium conductore complete erected with glands & lugs on walls/trussess/pole or laid in provided trenche/pipe as per specification no. CB-LT/AL

Total impact of GST for the purpose of CTC

Honda Wash Systems