Construction of New International Astroturf Hockey Stadium in Simdega District

Amount

Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I.

Providing designation 75B Brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints of screening materials, scaffolding, ranking out joints to 15mm depth curing, 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 40 mm nominal size)

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

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 (zone-III): 3 graded stone aggregate 20 mm nominal size)

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 Suspended floors, roofs, landings, balconies and access platform

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 Columns, Pillars, Piers, Abutments, Posts and Struts

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

Supplying, fitting & fixing 35mm thick solid core type non-decorative double leaf flush shutter in doors and windows with black board core blended with high quality phenol formal dehyde synthetic resin both side commercial veneeres of standard makew with oxidised iron fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/I.

Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL)

Providing Tor steel reinforcement of 10mm dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.

Providing Toe steel reinforcement of 12mm to 32mm dia bars as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL & TATA STeel)

S/F M.S. grill made of 20 x 6mm M.S. flat as per approved design and drawing, properly fabricated with joints continous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction ofE/I. (Where materials is not supplied by the deptt.)

Supplying, fitting and fixing fully glazed steel door, window or ventilations of standard rolled 'Z' and mullion steel sections and size as per IS-1038 joints met and welded with 100X16X3mm M.S. lugs fixed in cement concrete (1:2:4) block 15X10X10cm, size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with Aluminimum beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I.

Providing 12mm cement plaster (1:3) 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.

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 as per building direction of E/I.

Providing 6mm thick cement plaster (1:4) in ceiling with coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I.

Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.

Providing two coat of snowcem shade and make over a coat of cement of primer on new surface including preparing the plastered surface smooth with sand paper, soaping, curing and taxes all complete as per building specification and direction of E/I.

Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt including scales, smokes, grease and sand preparing, including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing primer one coat of red lead paint of approved make over steel surface including preparing the surface after cleaning removing dust, dirt. Scales amokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (mode of measurement of area shall be multiple by the co-efficient as indicated in building specification)

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :

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

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).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: :Cement mortar 1:4 (1 cement : 4 coarse sand)

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) all as per requirement and direction of Engineer-in-charge

On W.M.M. @ 0.75 kg./sqm.

On bituminious surface @ 0.50 Kg/sqm

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

On W.M.M. @ 0.75 kg./sqm.

On bituminious surface @ 0.50 Kg/sqm

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works

Providing and laying 25mm thick kotah stone slab flooring of approved size texure and colour over 19mm thick base of lime mortar (1:1:1) (limeputty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. (iv) 600X600 mm size

Providing and laying 25mm thick kotah stone tiles in risers of steps skirting and pillars of approved size texure and colour laid over 12mm thick cement mortar (1;34 and joined with grey cement slurry mixed with pigment to match the shade of the slab including rub bing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Construction of granular sub-base by providing close graded Material conforming to specifications, or as per Latest Guildline for FIH specification mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification or as per Latest Guildline for FIH specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site,for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading,or as per Latest Guildline for FIH specification premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying 60mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved s;ze, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-in-charge.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, or as per Latest Guildline for FIH specification premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm nominal outer dia Pipes

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) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., 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 all as per requirement and direction of Engineer-in-charge

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

Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site all as per requirement and direction of Engineer-in-charge

(a) From 0.00 M to 50.00 M below G.L.

(b) From 51.0 M to125.00 M

(c) From126.0 M to150.00 M

Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump. Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages 2 HP all as per requirement and direction of Engineer-in-charge

Supply fitting and fixing of standered make starter pannel Board with arrangement of all necsssury protection including all taxes ,royalty etc all complete job as per direction of E/I.

Supplying fitting and fixing 3 crore 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etc all complete job as per direction of E/I.

Designing (aesthetically) and construction RCC ground reservoir/Rcc sumps in M 30 mix of required capacity…Cost of 50,000 litres capacity all as per requirement and direction of Engineer-in-charge

providing and construction of R.C.C. storage tank sumpwell of 75000 liter capacity complete incuding all excavation and earth work , disposal of surplus soil to disdance 250 mtr. Atleast or as desired by engineer -in-charge and to his satisfaction. One maintenace hole cover and iron ladder to be provided as per the dirction of the Engineer-in -charge including carriage of materials within all leads and lifts and other incidental. The rates are inclusive of octiori, royality,malkhana,toll tax, sale tax or other taxes impossed by the Government.

Carriage of materials

Bricks - 8km (1k + 7p)

Sand - 10 km

Chips - 22 km

Metal -22 km

Providing and laying of DWC - SN8 (IS:16098-II) pipes : 300 mm dia, Pipe in under groung system for provision in electrical line and sprinkler linesleeve purposes and drainage outlet complete in all respect as per direction of engineer in charge.

proviting and fixing security chain link fencing around hockey ground 2.00 meter high or as per Latest Guildline for FIH specification made with 65 mm GI pipe 2''x2'' of 8 SWG hot dip galvanized chian link fixed with spilt line/wire for tighting angle iron and frame size 3x2 mtr and complete. including fixing in position in concrete complete in all respect to the entire satisfaction of engineer-in-charge including carriage of materials within all leads and lifts and other incidantal. The rates are inclusive of octori.roylity,malkhana, toll tax, sale tax or other taxes imposed by the Government.

Supplying of FIH approved global category synthetic hockey turf from FIH preferred producer/supplier and laid by FIH certified field builder and jointing and fixing the same on the bituminous sub base with minimum 15mm thick rubberized under layer as per the FIH requirements and the pasting of synthetic grass as per specification of the Global Category FIH competition including all marking on the surface as per FIH rules and standard etc. complete as per the instructions of the engineer-in-charge.

Supplying and fixing of hockey goal post Aluminium of FIH approved drawing and design including all fitting and net all as per requirement and direction of Engineer-in-charge

Supply and fixing of water trays around the turf at entrance gate all as per requirement and direction of Engineer-in-charge

Dugout 12 seater as required for FIH global category hockey ground, transparent with collapsible wheels all as per requirement and direction of Engineer-in-charge

Techincal Team Shelter as required for FIH global category hockey ground all as per requirement and direction of Engineer-in-charge

supply and installation of fully comeputerized,automatic and single key operation pop-up spinkler system specifically dsigned for synthetic sports hockey surfaces including all fittings and accessories including earth work in excavation and re-filling (earth work includes 450mm of soil cover over the pipe and width of 300) HDPE pipe dia 150/110mm class pe 100 graede12.5g/cm2. ''including carriage of materials within all leads and lifts and other incidental.the rates are inclusive of octiori.royality, malkhana.tolltax .sale tax.or other taxes impossed by the government all as per requirement and direction of Engineer-in-charge

supplaying and instllation of 40 h.p coupled pumping set with electronic controller etc.or equivalent ,making connections suitable for T W/D.C.B/ open well.the job includes screwing and welding of flanges on GI B-class riser pipes, installation of complete fittings and accessories with riser pipes,jointing of electrical cable and other connections .layout of the same along with details of product is to be got approved by the engineer-in-charge including carriage of materials within all leads and lifts and other incidentals .The rates are inclusive of octiori, royllity , malkhana,toll tax ,sale tax, or other taxes imposed by the Government all as per requirement and direction of Engineer-in-charge

Add 18% GST

Add 1% Labour cess 1%