Construction of Wheel Washing system Comprising of complete recirculation system at exist point to NH of Local sale road near Bankadhara Chhak at Lingaraj OCP, Lingaraj Area

Amount

PART"A"(APPROACH ROAD)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.: All kinds of soil. WET MIX MACADAM

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

CEMENT CONCRETE (CAST - IN- SITU): Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) dervied from natural sourcs

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), derived from natural sources

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500 D or more

Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg. of cement and 0.25cubicmetre of coarse sand for expansion joints.

PART"B" (Grit chamber,oil & grease tank, sedimentation tank,Equalization tank, Dry sludge bed & controle room)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.: All kinds of soil

CEMENT CONCRETE (CAST - IN- SITU): Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in beams, suspended floors,roofs having slope upto15degree, landings, balconies, shelves,chajjas, lintels, bands,plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing & reinforcement with 1:1.5:3(1cement:1.5coarse sand:3 grded stoneaggregate 20mm nominal size) derived from natural sources.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500 D or more

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

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

Brick work with Fly Ash Brick (230x125x75 mm size) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)

Neat cement punning

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing MS grill s of required pattern in frames of windows etc. with MS flats, squire or round bars etc. all complete fixed to steel windows by welding

Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

PART"C" (BORE WELL)

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 200 mm dia.

Boring/drilling bore well of required dia for casing strainger pipe by suitable metho prescribed in IS: 2800 (part-I) including collecting samples from different strata preparing and submitting strata chart/bore log including hire & running charge of all equipments tools plants & machineries rquired for the job all complete as per direction of Engineer-in-charge upto 90 metre depth below ground level Rocky strata including Boulders 150 mm dia

Boring/drilling bore well of required dia for casing strainger pipe by suitable metho prescribed in IS: 2800 (part-I) including collecting samples from different strata preparing and submitting strata chart/bore log including hire & running charge of all equipments tools plants & machineries rquired for the job all complete as per direction of Engineer-in-charge beyond 90 metre & upto 150 metre depth below ground level Rocky strata including Boulders 150 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia

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 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: 200 mm 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. 200 mm clamp

Providing of rigid CPVC pipe 50 mm outer dia of approved make conforming to IS :4985 specification (6 kgf/sqcm).

Providing of 40 mmNozzle and cross bolt at site.

Providing of 50 mm dia MS clamp with nuts and bolts.

Providing of Nylone rope 12 mm dia as per instruction of Engineer-in-charge

Providing 2 HP single phase 18 stage submersible pump motor set of approved make having head range 113-40 metre and discharge range 30-90 LMP including control protection panel over load system with volt metr and ampere mtr 2.00 HP/1PH of approved make all complete as per instruction of Engineer-in-charge.

Lowering and commissioning of 2 HP submersible pump in deep bore well with rigid PVC pipe all accessories etc complete including cost of labour but excluding the cost of materials and fittings ( cost of pump,cable,rigid PVC pipe,control pannel to be paid separately

Providing 2.5 sqmm x 3 core flat cable (copper) of approved make as per instruction of Engineer-in-charge.

Providing and installation of V-Guard VGMW-500 or approved equivalent make stabilizer as per instruction of Engineer-in-charge.

PART"D" (ELECTROMECHANICAL)

WASHING BED WITH ALL SETTINGS

SUBMMERSIBLE PUMP ( body & impeller-CI, Shaft-SS, HP-10, Head- 30 meters, Discharge- 13.5 LPS, Suction X delivery: 100mm x 100mm)

OIL SKIMMER ( 25 W motor 1440 RPM, Gear Box Output RPM 20, 20 LPH)

DOZING PUMP

SENSOR

GRIT PUMP ( Head- 20 Mertrs, Discharg HP-3, Body impeller- CI, Shaft- carbon Steel)

SLUDGE PUMP

SENSOR POST

SIDE COVER POST

PIPE LINE(GI)

PRESURE PIPE FOR DISTRIBUTION

ACCESSORIES

TRANSPORTATION

ELECTRICAL PANEL

ELECTRICAL WIRE & ACCESSORIES

Total impact of GST for the purpose of CTC