Construction of 200 mtr Synthetic Athletic Track practice track and Related Works at MPSC Raipur Dehradun

Amount

Preparation and consolidation of sub grade with power road of 8 to 12 tonne capacity

Supply and filling of good earth including leveling & dressing

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achivee the desired density, complete as per clause 401. For Grading-ii material

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

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 0.60kg/ sqm using mechanical means.

Dense graded Bituminous Macadam for grading I 37.5 mm (nominal size)

Tack coat

Bituminous Concrete Grading - II-13.2 mm (Nominal Size) : Bitumen @ 5.4% of the weight of total mix11261 9

Supplying and Laying of IAAF approved Synthetic Athletic Track Surface FULL PUR Full EPDM System broad casted coat having multiple layer of approx. 5mm each spread with black EPDM granules of 1-4mm thickness with total thickness of 15mm. Thereon structured cast coating of 3-5mm spread with EPDM granules of 1-4mm thickness surface including markings on the surface all complete as per requirements/specifications laid down by IAAF and as per direction of the Engineer-incharge : Normal Stress Areas. The thickness of finished track surface should not be less than 15 mm.

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge

PCC 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 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)

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).

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

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate

Perforated RCC drain cover

Sand filling in long jump pit

Grassing with carpet grass

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. complete.

32 mm dia nominal bore

25 mm dia nominal bore

20 mm dia nominal bore

Fencing consisting of MS hollow pipe section, MS flat and GI chain link fencing painted with approved quality of two coat enamel paint over one coat of primer.

M/s Mahalaxmi Construction