CONSTRUCTION OF 400M 6-LANE SYNTHETIC ATHLETIC TRACK WITH ASSOCIATED SPORTS TRACKS AT CENTRAL UNIVERSITY OF RAJASTHAN

Amount

PART-A (Construction of Standard 400-meter, 6-lane Synthetic Athletic Track.)

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 : In all kinds of soil

Preparation and Consolidation of subgrade with power road roller of 8 to 12 tonne capacity to required slope including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade.

Construction of granular sub-base by providing close graded Material or as per Latest Guidline for World Athletic specification conforming to specifications, 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 Guidline for World Athletic 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 applying tack coat using cold bitumen emulsion including spraying the bitument with mechanically operated spray unit fitted on bitumen with preparing the existing road surface as per specifications:

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

On bituminious surface @ 0.5 Kg/sqm

Providing and laying bituminous macadam using crushed stone aggregates of specified grading or as per Latest Guidline for World Athletic specification premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surface 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 toachieve 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 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading or as per Latest Guidline for World Athletic 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. 30 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 of100-120 TPH capacity

Providing & Laying minimum 15 cm thick cement concrete slab over the existing sub base with a nominal mix of 1:1.5:3 (1 cement: 1.5 coarse sand:3 Graded stone aggregate 20 mm nominal size) forfixing throwing circles for Discus/Hammer /Shot-put in required diameter/size including cost of cutting the base and sub-base wherever necessary cost of fixing the required throwing circle rings for Discus/Hammer/Shot-put with necessary fixing arrangements as per direction of Engineer-in-Charge. The finished surface of concrete base slab shall have required non skid / non slippery finish and gradient as per requirements / specifications laid down by IAAF and as per directions of Engineer-in-Charge (the cost of throwing circle rings is not included in this item and shall be paid as part of competition equipment

Providing and fixing at or near ground level Precast cement concrete Kerb stones(300x300x100mm) of M-25grade of of specified size including setting in position in Kerbs edging etc. to the required line level and jointed with cement mortar 1:3 (1 cement : 3 coarse sand) making joints with or without grooves all complete as per direction of Engineer-in-charge.

Providing and laying World Athletics Approved Synthetic Athletics Track PUR TYPE SYSTEM which should comply with Environmental compatibility of VOC (Volatile Organic Compound) content as per DIN-V-18035-6 and laid using paver machine including "WA" Standard markings on the surface all complete as per requirements/ specifications laid down by "WA" class -II certification and as per direction of the Engineer-in-charge. The synthetic Track should conform to the following specifications: Tensile strength 0.5N/mm2 0.3N/mm2 Elongation at break >40˚% Force reduction 35−50% Vertical deformation 0.6−2.5mm Standard deformation 0.6−1.8mm (at0−40˚C) Thickness >14mm Relative abrasion >1.0 Friction(sliding coefficient) >0.5 <1.1 Spike resistance Class1 Remaining indentation <1.0mm Environmental requirements Limit values for DOC, EOX, Heavy metals, smell. The Bidder should have supplied and installed at least 5 World Athletics (Earlier IAAF) Certified tracks in India in the last 5 years, out of which at least one should be Class - I certified facility in India as a Prime Contractor, WA Certificates Work Order and Completion Certificates to be submitted. Product to be only of European, American, Australian or Indian Origin.

(i) Normal Stress Areas of finished track surface

(ii) High Stress Areas with a minimum thickness of 20 mm of finished Track Surface.

Construction of Sand filling in jumping pits, including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per drawing and as directed by Engineer-in-Charge.

Supply of track field equipment for conducting various event

Take off tray

Take off wooden board

Dummy board with synthetic top

PART -B (Construction of a Single D portion inside the Football Ground area.)

Earth work in excavation by mechanical means (Hydaulic 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, for all lift and lead, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead and lift.All kinds of soil.

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 :In all kinds of soil

Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering - All work upto plinth level

1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

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

Providing and laying non-pressure NP2 class (light duty) R.C.C. S & S 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

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand)

Neat cement punning

Preparation and Consolidation of subgrade with power road roller of 8 to 12 tonne capacity to required slope including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade.

Construction of granular sub-base by providing close graded Material or as per Latest Guidline for World Athletic specification conforming to specifications, 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 Guidline for World Athletic 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 applying tack coat using cold bitumen emulsion including spraying the bitument with mechanically operated spray unit fitted on bitumen with preparing the existing road surface as per specifications:

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

On bituminious surface @ 0.5 Kg/sqm

Providing and laying bituminous macadam using crushed stone aggregates of specified grading or as per Latest Guidline for World Athletic specification premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surface 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 toachieve 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 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading or as per Latest Guidline for World Athletic 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. 30 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 of100-120 TPH capacity

Supply and laying RCC drain cover of size 600 x 600 x 60 mm with 8mm rods @ 100mmc/c over the walls of drain at proper level for ease flow of water

Supply and laying RCC drain cover of size 600 x 300 x 60 mm with 8mm rods @ 100mmc/c over the walls of drain at proper level for ease flow of water

Providing & Laying minimum 15 cm thick cement concrete slab over the existing sub base with a nominal mix of 1:1.5:3 (1 cement: 1.5 coarse sand:3 Graded stone aggregate 20 mm nominal size) forfixing throwing circles for Discus/Hammer /Shot-put in required diameter/size including cost of cutting the base and sub-base wherever necessary cost of fixing the required throwing circle rings for Discus/Hammer/Shot-put with necessary fixing arrangements as per direction of Engineer-in-Charge. The finished surface of concrete base slab shall have required non skid / non slippery finish and gradient as per requirements / specifications laid down by IAAF and as per directions of Engineer-in-Charge (the cost of throwing circle rings is not included in this item and shall be paid as part of competition equipment

Providing and laying World Athletics Approved Synthetic Athletics Track PUR TYPE SYSTEM which should comply with Environmental compatibility of VOC (Volatile Organic Compound) content as per DIN-V-18035-6 and laid using paver machine including "WA" Standard markings on the surface all complete as per requirements/ specifications laid down by "WA" class -II certification and as per direction of the Engineer-in-charge. The synthetic Track should conform to the following specifications: Tensile strength 0.5N/mm2 0.3N/mm2 Elongation at break >40˚% Force reduction 35−50% Vertical deformation 0.6−2.5mm Standard deformation 0.6−1.8mm (at0−40˚C) Thickness >14mm Relative abrasion >1.0 Friction(sliding coefficient) >0.5 <1.1 Spike resistance Class1 Remaining indentation <1.0mm Environmental requirements Limit values for DOC, EOX, Heavy metals, smell. The Bidder should have supplied and installed at least 5 World Athletics (Earlier IAAF) Certified tracks in India in the last 5 years, out of which at least one should be Class - I certified facility in India as a Prime Contractor, WA Certificates Work Order and Completion Certificates to be submitted. Product to be only of European, American, Australian or Indian Origin.

(i) Normal Stress Areas of finished track surface

(ii) High Stress Areas with a minimum thickness of 20 mm of finished Track Surface.

(iii) High Stress Areas with a minimum thickness of 25 mm of finished Track Surface.

Construction of Steeplecase pit inside North D portion as per IAAF drawing and as directed by Engineer-in-Charge.

shiv naresh sports pvt. ltd. (BID ID -3316699)

Great SportsTech Limited (BID ID -3316159)