Design, Supply and Installation of Full PUR 200 M, 6 Lane Synthetic Athletic Track at PCN HSS Mukkuthala, Malappuram

Amount

SYNTHETIC ATHLETIC TRACK - MORTH

5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

5.3.2.b : Providing and laying bituminous macadam with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using bitumen VG 30 crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. <br> Grading II - (19 mm nominal size )<br>

5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grading - II (13.2 mm Nominal Size)<br>

SYNTHETIC TRACK

2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

od43541/2020_2021 : Consolidation and preparation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.8 : 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 nominal size)

5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

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

od43554/2020_2021 : Supplying and filling in landing area of long/triple jump with fine sand including levelling, conveyance, labour charges etc according to WA specification and methodology complete.

od42036/2020_2021 : Providing ,Laying, spreading and compacting stone aggregate of specified size 20mm downgraded metal as filter media around the drainage pipes in the sides of trench without damaging the drainage pipes as per the directions of Engineer-in-charge. Rate inclusive of all materials, transportation and labour charges complete.The work has to be executed as per detailed specifications, and or as approved by Engineer-in charge.

od43560/2020_2021 : Providing and fixing PVC pipes with 5 mm dia perforations, minimum 125 perforations per running metre, in trenches at required slope, as per specifications etc complete including the cost of all materials, labour etc. and as directed by the Engineer-in-charge.Care should be taken while laying so that the perforations will be along the bottom of the pipe. The rate includes cost of all materials, labour charges, lead, lift etc complete. including jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 10 Kgf/cm2.

13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work

16.79 : Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) 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.

od43586/2020_2021 : Supply Laying and Installation of Sandwich type, Teracotta coloured 200m synthetic athletic track 6 lane, 6 straight &amp; 2 D areas of WA specification with a thickness of 14mm (minimum) in low stressed areas and 20mm (minimum) at high stress areas all according to approved methodology and drawings/specifications by WA and suitable for conducting National Events including provision for installation of sleeves for throwing events as specified. The rate also include all sleeves for takeoff board, pipe conduits, drainage pipes and filter media etc as required. The setting out of track, construction of steeple chase pit with barrier and lane marking as per WA specification is included in the item. The cost of fixtures/equipment not included in the item and shall be paid separately. The rate inclusive of all taxes and duties as applicable upto site destination but excluding GST

od42037/2020_2021 : Supply and installation of the following WA Certified Competition Track Equipment - Removable Aluminium Track curbing, installed as per WA specification and as directed by the engineer-in-charge.

od43580/2020_2021 : Supply and Installation of the following WA Certified Track Competition Equipment for Throwing Events as per the WA standards and as directed by the engineer-in-charge. Hammer cage with all accessories including circle, metal balls with steel wire(Men and womens) as per WA standards

od43581/2020_2021 : Supply and Installation of the following WA Certified Track Competition Equipment for Throwing Events. Throwing Circle & Metal Disc (1 set for Men' and Women's Each) for Discus Throw as per WA standards directed by the engineer-in-charge.

od43582/2020_2021 : Supply and Installation of the following WA Certified Track Competition Equipment for Throwing Events. Shot put High Toe Board, Throwing Circle and Metal Shots (for Men' and Women's) as per WA standards, as directed by the engineer-in-charge.

od43584/2020_2021 : Supply and installation of the following WA certified Competition Track Equipment for long/triple jump events - 1 set with 3nos. of take off boards with built-in installation tray made of corrosion-protected metal in which the take off board can be correctly positioned and removed during sports-free periods. Care should be taken to install the take off board in which the surface of the take off board must be flush with the surface of the runway.

INTERNAL DRAINAGE SYSTEM

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

2.10.1.2 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

4.1.8 : 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 nominal size)

5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide

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

19.6.4 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe

19.30.2.1 : Constructing brick masonry chamber for underground C.I. inpection chamber and bends with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) C.I.cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg), R.C.C top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets:With common burnt clay F.P.S (non modular) bricks of class designation 7.5

19.31.2.1 : Extra for depth beyond 45 cm of brick masonry chamber:For 500x700 mm sizeWith common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Syncotts International

shiv naresh sports pvt ltd

Bidder Name

shiv naresh sports pvt ltd

Syncotts International

Great SportsTech Limited