Re-Laying of FULL PUR, FULL EPDM World Athletics - certified Track System in the Campus of Patliputra Sports Complex Patna.

Demolishing cement concrete including disposal of material within 50 metre lead:

Dismantling or road gully chamber or various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavated

Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:

Extra for cutting reinforcement bars in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

Providing and laying bituminous macadam using crushed stone aggregates of specified grading 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 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 @ 4-4.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

On bituminious surface @ 0.50 Kg/sqm

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4-5.6% 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 MORT&H specification clause no. 507 complete in all respects.

40 mm compacted thickness with bitumen of grade Bituminous concrete Grading- II

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 100A

Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Providing and laying in position cement concrete of specified grade exluding 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).

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge

Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-8mm dia.

12 mm cement plaster of mix:

1:3 (1 cement:3 coarse sand)

Neat cement punning

Carriage of materials

Extra Cost of Materials

Removal of Existing old Synthetic Athletic Track carefully without demolishing its sub base and stocking it inside the campus within 1kms. Old track surface has been removed As per ''WA'' Guidelines or as per track manufacturer representative/ engineer instruction.

Demolishing of DRAIN channel as per the direction and entire satisfication of engineer-in-charge.

Dismantling of Existing Track field equipment including dismantling of socket, concrete base etc., complete as per direction of Engineer in charge.

Scraping of bituminous concrete surface up to the depth (25-30mm) thick by manual or mechanical where ever required or all over the ground as per manufacturer instruction and as per direction of engineer in charge. As per ''WA'' Guidelines or as per track manufacturer representative/engineer instruction.

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

Testing for base surface level undulations by survey of the prepared bituminous surface within the acceptable tolerance level of Road work but beyond the acceptable tolerance of World Athletics Class-1 Certification. identification of high or low points under 4M and IM straightedge, AND rectification of the same by appropriate spot levelling method including but not limited to grinding, cutting, patch work, seal coat, etc. to achieve surface level gradients and evenness as per the requirements of World Athletics surface tolerance levels as per clause 3.1.3.2 of the World Athletics Track & Field Facilities Manual.

Providing and fixing of ''WA'' approved track field equipment.

Pole-vault boxes with cover

Take off board system for long jump and triple jump including wooden board

Shot put rings dia- 2.135m

Hammer cum Discuss circle dia-2.50m

Water jump Socket with hurdle for steeple chase

Hammer cum discuss throwing cage with all socket, pole, door and net

Discuss cage

Stop board for Shot put rings dia- 2.135m

Reducer for hammer cum discuss ring

Supply and installtion of Portable Aluminium goal post

Aluminum kerbing- std.400m track (Synthetic Track)

GRASS INFIELD FOR THROW EVENTS

Excavation of top soil and add filling of good earth mixed with organic material incl. Compaction, slope upto 4 inch thickness.

Grassing with specialized barmuda grass by seeding method.

Irrigation and maintenance of the grass for 6 month including watering, fertilizing and pesticide. (with exisitng equipments)

Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge

Supplying and stacking 200mm thick layer of washed river sand as per FIFA specifications suitable for high performance Football outfield including mixing of organic inclusions such as coco peat, neem cake, etc. as per the design.

Providing and laying of 100mm dia perforated pvc sub soil drainage pipes 6 kg/cm2 pressure perforation at 50% area of pipe . Whole pipe covered with geotextile material of 140-180 gsm as per design and drawing. Incl. filling of 20-40mm size aggregate bed and wrapping of geo textile arround the pipe with all fitting for the pipe complete all as per direction of engineer-in-charge.

Removal of Exisitng Sprinkler System.

Supply and installation of Computerized pop up sprinkler system at football field perimeter incl. control panel, Electric connection, booster pump, pipeline network etc. water supplt connection from exisitng reserve feed water tank. All Work complete all as per direction of engineer-in-charge. No of Pop up Sprinkler - 6 nos

Supply and installation of World Athletics Approved 15 mm (±4% Maximum Tolerance) FULL PUR FULL EPDM World athletic certified track system. Cost shall include production, supply, installation and marking etc. All complete as per the requirements for obtaining world athletics class I and as per direction of the Engineer in charge. The item also includes the submission/ Obtaining of class I certification issued by World Athletics Certification System ( formerly IAAF ) for International competitions. Item includes cost of in-situ testing by WA approved lab and class I certification. ( Rekortan,Conipur,PorPlastic M Olympic , Stobitan ) or Equivalent. Final Methodology and laying track including all parameters such as Application Ratios , Laying Method , Components , and ensuring complete chemical bonding , etc, shall apply as per Manufacturer's Recommendations and as per Technical Datasheet of proposed FULL PUR FULL EPDM Product as approved by World Athletics. Track Thickness Requirement • Final system thickness must be: 15 mm ( ±4% Maximum Tolerance ) with the 3 layers of EPDM granules with Polyurethane. • Normal Stress Areas with a minimum thickness of 14.5mm of finished track surface.

< 1.0 mm loss

Within permissible EN / national limits

Supply and installation of World Athletics Approved 15 mm (±4% Maximum Tolerance) FULL PUR FULL EPDM World athletic certified track system. Cost shall include production, supply, installation and marking etc. All complete as per the requirements for obtaining world athletics class I and as per direction of the Engineer in charge. The item also includes the submission/ Obtaining of class I certification issued by World Athletics Certification System ( formerly IAAF ) for International competitions. Item includes cost of in-situ testing by WA approved lab and class I certification. ( Rekortan,Conipur,PorPlastic M Olympic , Stobitan ) or Equivalent. Final Methodology and laying track including all parameters such as Application Ratios , Laying Method , Components , and ensuring complete chemical bonding , etc, shall apply as per Manufacturer's Recommendations and as per Technical Datasheet of proposed FULL PUR FULL EPDM Product as approved by World Athletics. Track Thickness Requirement • High stress Areas (High Jump, Triple Jump, Pole Vault, Javelin Throw Runway) with a minimum thickness of 25mm of tinished Track surface. • High stress Areas (Steeplechase - Runway) with a minimum thickness of 25mm of finished Track Surface.

< 1.0 mm loss

Within permissible EN / national limits

Supply and installation of Baselast underlayment of 7mm thick rolls for High Stress Areas - 1

Supply and installation of Baselast underlayment of 12mm thick rolls for Steeplechase High Stress Areas - 2

Line markings on the surface all complete as per requirements/ specifications laid down by World Athletics (WA)

Annual Maintenance contract for FULL PUR FULL EPDM ATHLETIC TRACK

1st Year

IInd Year

IIIrd Year

IVth Year

V Year

VI Year

VII Year

BSBCCL

PATNA

Description

Demolishing cement concrete including disposal of material within 50 metre lead:

Dismantling or road gully chamber or various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavated

Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:

Extra for cutting reinforcement bars in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

Providing and laying bituminous macadam using crushed stone aggregates of specified grading 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 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 @ 4-4.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

On bituminious surface @ 0.50 Kg/sqm

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4-5.6% 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 MORT&H specification clause no. 507 complete in all respects.

40 mm compacted thickness with bitumen of grade Bituminous concrete Grading- II

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 100A

Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Providing and laying in position cement concrete of specified grade exluding 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).

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge

Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-8mm dia.

12 mm cement plaster of mix:

1:3 (1 cement:3 coarse sand)

Neat cement punning

Carriage of materials

Extra Cost of Materials

Removal of Existing old Synthetic Athletic Track carefully without demolishing its sub base and stocking it inside the campus within 1kms. Old track surface has been removed As per ''WA'' Guidelines or as per track manufacturer representative/ engineer instruction.

Demolishing of DRAIN channel as per the direction and entire satisfication of engineer-in-charge.

Dismantling of Existing Track field equipment including dismantling of socket, concrete base etc., complete as per direction of Engineer in charge.

Scraping of bituminous concrete surface up to the depth (25-30mm) thick by manual or mechanical where ever required or all over the ground as per manufacturer instruction and as per direction of engineer in charge. As per ''WA'' Guidelines or as per track manufacturer representative/engineer instruction.

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

Testing for base surface level undulations by survey of the prepared bituminous surface within the acceptable tolerance level of Road work but beyond the acceptable tolerance of World Athletics Class-1 Certification. identification of high or low points under 4M and IM straightedge, AND rectification of the same by appropriate spot levelling method including but not limited to grinding, cutting, patch work, seal coat, etc. to achieve surface level gradients and evenness as per the requirements of World Athletics surface tolerance levels as per clause 3.1.3.2 of the World Athletics Track & Field Facilities Manual.

Providing and fixing of ''WA'' approved track field equipment.

Pole-vault boxes with cover

Take off board system for long jump and triple jump including wooden board

Shot put rings dia- 2.135m

Hammer cum Discuss circle dia-2.50m

Water jump Socket with hurdle for steeple chase

Hammer cum discuss throwing cage with all socket, pole, door and net

Discuss cage

Stop board for Shot put rings dia- 2.135m

Reducer for hammer cum discuss ring

Supply and installtion of Portable Aluminium goal post

Aluminum kerbing- std.400m track (Synthetic Track)

GRASS INFIELD FOR THROW EVENTS

Excavation of top soil and add filling of good earth mixed with organic material incl. Compaction, slope upto 4 inch thickness.

Grassing with specialized barmuda grass by seeding method.

Irrigation and maintenance of the grass for 6 month including watering, fertilizing and pesticide. (with exisitng equipments)

Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge

Supplying and stacking 200mm thick layer of washed river sand as per FIFA specifications suitable for high performance Football outfield including mixing of organic inclusions such as coco peat, neem cake, etc. as per the design.

Providing and laying of 100mm dia perforated pvc sub soil drainage pipes 6 kg/cm2 pressure perforation at 50% area of pipe . Whole pipe covered with geotextile material of 140-180 gsm as per design and drawing. Incl. filling of 20-40mm size aggregate bed and wrapping of geo textile arround the pipe with all fitting for the pipe complete all as per direction of engineer-in-charge.

Removal of Exisitng Sprinkler System.

Supply and installation of Computerized pop up sprinkler system at football field perimeter incl. control panel, Electric connection, booster pump, pipeline network etc. water supplt connection from exisitng reserve feed water tank. All Work complete all as per direction of engineer-in-charge. No of Pop up Sprinkler - 6 nos

Supply and installation of World Athletics Approved 15 mm (±4% Maximum Tolerance) FULL PUR FULL EPDM World athletic certified track system. Cost shall include production, supply, installation and marking etc. All complete as per the requirements for obtaining world athletics class I and as per direction of the Engineer in charge. The item also includes the submission/ Obtaining of class I certification issued by World Athletics Certification System ( formerly IAAF ) for International competitions. Item includes cost of in-situ testing by WA approved lab and class I certification. ( Rekortan,Conipur,PorPlastic M Olympic , Stobitan ) or Equivalent. Final Methodology and laying track including all parameters such as Application Ratios , Laying Method , Components , and ensuring complete chemical bonding , etc, shall apply as per Manufacturer's Recommendations and as per Technical Datasheet of proposed FULL PUR FULL EPDM Product as approved by World Athletics. Track Thickness Requirement • Final system thickness must be: 15 mm ( ±4% Maximum Tolerance ) with the 3 layers of EPDM granules with Polyurethane. • Normal Stress Areas with a minimum thickness of 14.5mm of finished track surface.

< 1.0 mm loss

Within permissible EN / national limits

Supply and installation of World Athletics Approved 15 mm (±4% Maximum Tolerance) FULL PUR FULL EPDM World athletic certified track system. Cost shall include production, supply, installation and marking etc. All complete as per the requirements for obtaining world athletics class I and as per direction of the Engineer in charge. The item also includes the submission/ Obtaining of class I certification issued by World Athletics Certification System ( formerly IAAF ) for International competitions. Item includes cost of in-situ testing by WA approved lab and class I certification. ( Rekortan,Conipur,PorPlastic M Olympic , Stobitan ) or Equivalent. Final Methodology and laying track including all parameters such as Application Ratios , Laying Method , Components , and ensuring complete chemical bonding , etc, shall apply as per Manufacturer's Recommendations and as per Technical Datasheet of proposed FULL PUR FULL EPDM Product as approved by World Athletics. Track Thickness Requirement • High stress Areas (High Jump, Triple Jump, Pole Vault, Javelin Throw Runway) with a minimum thickness of 25mm of tinished Track surface. • High stress Areas (Steeplechase - Runway) with a minimum thickness of 25mm of finished Track Surface.

< 1.0 mm loss

Within permissible EN / national limits

Supply and installation of Baselast underlayment of 7mm thick rolls for High Stress Areas - 1

Supply and installation of Baselast underlayment of 12mm thick rolls for Steeplechase High Stress Areas - 2

Line markings on the surface all complete as per requirements/ specifications laid down by World Athletics (WA)

Annual Maintenance contract for FULL PUR FULL EPDM ATHLETIC TRACK

1st Year

IInd Year

IIIrd Year

IVth Year

V Year

VI Year

VII Year

BSBCCL

PATNA