Construction of 8- Lane 400m Synthetic Athletic Track at EMS Stadium Alappuzha

Construction of 8 lane synthetic track

2.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2.6.1Earth 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.All kinds of soil

2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

OD126833/2025-2026Supply of full PUR(Cast in Situ), World Athletics ( former IAAF) approved Synthetic Track Surfacing system in accordance with World Athletics standard suitable for conducting World Athletics approved international Athletic events. Total thickness of the synthetic track surfacing system shall be 14 to 15mm comprising 9.4 to 10.0 mm force reduction layer comprising 4.7mm Bottom Layer made with Black SBR granules embedded in PUR coating ,4.7mm Middle Layer(s): Black SBR granules embedded in PUR coating and final resilient wearing layer of granular texture, red-brown. Full PUR coating with EPDM granules embedded 5.0 mm. In high stress areas thickness should be as per World Athletics requirement. Laying and installation according to World Athletics specifications and approved methodology and drawings including provisions of installation of sleeves for throwing events, inlay equipment for pole vault, long & triple jump and steeple chase. This rate also include lane marking and Class 2 certification.

Synthetic track - sub base (MORTH)

4.1.A.1Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method

4.12Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.aProviding and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.3.2.aProviding and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the 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 For Grading II - (19 mm nominal size)

5.2.aProviding 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.aProviding 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 a bituminous binder( NRMB) @ 5.4 percent 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 For Grading - II (13.2 mm Nominal Size)

5.10.1.aProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm

Long jump pit, steeple chase and kerb

2.8.1Earth 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

OD126815/2025-2026Providing and fixing HDPE pipes with 5mm dia perforations, minimum 125 perforations per running metre, in trenches at required slope, as per specifications etc complete. The rate includes cost of all materials, conveyance charges, labour charges for covering the pipe with Geo Textile Cloth, labour charges for trenching carriage of surplus earth to a lead of 50m etc complete, including jointing of pipes properly etc. complete as per direction of Engineer-in-Charge 110mm dia 6 Kgfcm2.

50.18.9.9.1Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

OD126813/2025-2026Providing ,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.

OD126812/2025-2026Supply and Laying 120 GSM Geotextile Membrane as per direction of Engineer-in-Charges.

OD126828/2025-2026Supply and Filling Fine Sand of approved quality in Long Jump Pit as per the direction of officer in charge.

4.1.8Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

5.1.2Providing 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)

5.22.6Steel 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

5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

Drain

2.8.1Earth 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

OD393101/2025-2026Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc. including all cost of labour, hire charges, fuel, oil, etc. complete. Details of cost for 100 sqm

4.1.3Providing 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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

10.25.2Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 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, gates and similar works

4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

13.16.1.6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

OD393167/2025-2026Cleaning of existing drain, including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Drain shall be emptied of water & bottom shall be cleaned of slit and other deposits. (ii) Entire surface area of the drain shall then scrubbed thoroughly with wire brush etc. and pressure washed with water etc. as per direction of Engineer-in-Charge.

Equipments

OD333639/2025-2026Supplying and installation of World Athletics approved Aluminium Kerbing as per direction of the Engineer-in-charge.

OD333630/2025-2026Supplying and installation of World Athletics approved Discuss-cum-Hammer Throwing Cage as per direction of the Engineer-in-charge.

OD333636/2025-2026Supplying and installation of World Athletics approved Discuss Throwing Ring as per direction of the Engineer-in-charge.

OD333640/2025-2026Supplying and installation of World Athletics approved Hammer Throwing Ring as per direction of the Engineer-in-charge.

OD333638/2025-2026Supplying and installation of World Athletics approved Shot Put Ring as per direction of the Engineer-in-charge.

OD333632/2025-2026Supplying and installation of World Athletics approved Pole vault box with cover, Uprights(one pair), cross bar and landing area as per direction of the Engineer-in- charge.

OD333634/2025-2026Supplying and installation of World Athletics approved Take off Board for Long Jump/Triple Jump as per direction of the Engineer-in-charge.

OD333637/2025-2026Supplying and installation of World Athletics approved Steeple Chase with Hurdle as per direction of the Engineer-in-charge.

OD333629/2025-2026Supplying and installation of World Athletics approved Dummy board with Synthetic top as per direction of the Engineer-in-charge.

OD333628/2025-2026Supplying and installation of World Athletics approved Take off tray as per direction of the Engineer-in-charge.

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