Construction of EMS Stadium at Neeleswaram Kasaragod

Amount

Laying and Jointing PVC Pipe. Heading

6 Lane 400 m Synthetic Athletic Track - DSR 16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

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.

od28377/2017_2018 : Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events as per the IAAF standards and as directed by the engineer-in-charge.<br>Hammer cage - one number

od28378/2017_2018 : Supply and Installation of the following IAAF Certified Track Competition Equipment as per IAAF standards and as directed by the engineer-in-charge.<br> Uprights ( one pair), cross bars & landing area for Pole vault with cover - one number each

od28379/2017_2018 : Supply and Installation of the following IAAF Certified Track Competition Equipment, as per the IAAF standards and as directed by the Engineer-In-Charge. :<br>Uprights ( one pair) , cross bars & landing area for High Jump with cover - one number

od28380/2017_2018 : Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.<br>Shot put Stop Board - one number as per IAAF standards, as directed by the engineer-in-charge.

od28381/2017_2018 : Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.1. Throwing Circle - 1 Number for Shot put as per IAAF standards as directed by Engineer-in-charge.

od28382/2017_2018 : Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.<br>1. Throwing Circle -1 number for Discus Throw as per IAAF standards directed by the engineer-in-charge.

od28383/2017_2018 : >Supply and installation of IAAF approved SANDWICH type synthetic athletic surface of recommended IAAF specifications for conducting IAAF events having a minimum thickness of 13mm.The rate shall include all provision for installation of sleeves for throwing events( Pole vault, High Jump, Discus throw, Shot Put ,Triple Jump,Long Jump and Hammer Throw), drainage, all sleeves & drainage pipes, box for pole vault, line markings and IAAF Class II Certification as directed by the engineer-in-charge.

od28367/2017_2018 : Supply and installation of the following IAAF Certified Competition Track Equipment - Removable Track kerb (white colour), installed as per IAAF specification and as directed by the engineer-in-charge.

16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)

od28369/2017_2018 : Providing and laying of compacted 40mm metal (Coarse Rubble Granite Stone) combined with a downgraded stone up to 20mm to form a contour and elevations to the desired level as per Drawings.Rate inclusive of all materials,transportation and labour charges complete.The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge

od28386/2017_2018 : Supplying and filling with river sand in jump pits, as per the directions of engineer-in-charge complete.

od28371/2017_2018 : Supply and installation of the following IAAF certified Competition Track Equipment for long/triple jump events - take off board with a 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.

6 Lane 400 m Synthetic Athletic Track - MoRTH 5.1.a : Providing 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.

5.2.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.

5.2.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>

5.6.1.b : Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.2 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 <br> For Grading - I (19 mm Nominal size)<br>

Outdoor Synthetic Basketball Court - DSR 16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

16.78.1 : Construction of granular sub- base by Providing close graded Material 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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

od28374/2017_2018 : Providing and laying of 20mm downgraded metal (Coarse rubble granite Stone) of approved quality as filter media around the drainage pipes in the sides of trench 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

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.

16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)

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)

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

od28373/2017_2018 : Supplying, laying and jointing perforated HDPE pipe PE 80 of size 110 mm dia 10 kg/cm2 with 5 mm dia perforations, minimum 125 perforations per running metre, in trenches of size 35cm x 45cm 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 to include cost of all materials, labour charges, lead, lift etc complete.

od28815/2017_2018 : Supply &amp; installation of the following equipment for basketball court satisfying FIBAstandards for level 2 competitions:1. Basketball backboards ( one pair) with angle iron frame and markingsas per FIBA Standards2. Two 8&quot; Pole set with flench, made of durable heavy 8&quot; M.S Tube, enamel paintedwith suitable foundation and anchoring.3. Two Basket rings with a ring mounting plate and net.The rate shallbe inclusive of all materials, transportation and labour charges for installing the equipment with allaccessories and necessary/ancillary works so as to satisfy the FIBA standards. The work to be executed as per approved drawings and/or as per the the directions of the engineer-in-charge.

od28368/2017_2018 : Supply and installation of ITF/FIBA approved synthetic acrylic surface (8 or 9 layers) asper specifications approved by ITF. The layers shall be base, resurfacer, cushion layers, and synthetic topsurface with primer coat (as required) and filling of crack (if required) .The rate includes cost of all materials,transportation, labour, wastage and other incidental charges , and the supply and installation of sleeves &amp;accessories, all markings in different colour etc complete as per the FIBA/ITF standards. The work to beexecuted as per the instructions of the engineer-in-charge.

19.7.2.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg):With common burnt clay F.P.S ( non modular) bricks of class designation 7.5

Outdoor Synthetic Basketball Court - MoRTH 5.1.a : Providing 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.

5.2.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.

5.2.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>

5.6.2.b : Providing and laying bituminous concrete with 100-120 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 <br> For Grading -II (13.2 mm Nominal size). <br>

Outdoor Synthetic Volleyball Court- DSR 16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)

16.78.1 : Construction of granular sub- base by Providing close graded Material 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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

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.

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)

od28373/2017_2018 : Supplying, laying and jointing perforated HDPE pipe PE 80 of size 110 mm dia 10 kg/cm2 with 5 mm dia perforations, minimum 125 perforations per running metre, in trenches of size 35cm x 45cm 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 to include cost of all materials, labour charges, lead, lift etc complete.

od28871/2017_2018 : Supply &amp; installation of One pair of FIVB approved 4&quot; Dia. Mobile Post Set for Volleyball, with Crank System For Height Adjustment and with net complete. The net is to be 1 m wide and 9.50 to 10 m long (with 25 to 50 cm on each side of the side bands), made of 10 cm square black mesh, with horizontal and vertical bands and antennae satisfying FIVB standards for level 2 competitions. The posts are to be rounded and smooth, fixed to the ground without wires and provided with proper foundation and anchoring.&lt;br&gt;The rate shall be inclusive of all materials, transportation and labour charges for installing the equipment with all accessories and necessary / ancillary works so as to satisfy the FIVB standards. The work to be executed as per the the directions of the engineer-in-charge.

od28365/2017_2018 : Supply and installation of ITF/FIVB approved synthetic acrylic surface (8 or 9 layers) as per specifications approved by ITF. The layers shall be base, resurfacer, cushion layers, and synthetic top surface with primer coat (as required) and filling of crack (if required) .The rate includes cost of all materials, transportation, labour, wastage and other incidental charges , and the supply and installation of sleeves &amp; accessories, all markings in different colour etc complete as per the FIVB/ITF standards. The work to be executed as per the instructions of the engineer-in-charge.

19.7.2.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg):With common burnt clay F.P.S ( non modular) bricks of class designation 7.5

Outdoor Synthetic Volleyball Court - MoRTH 5.1.a : Providing 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.

5.2.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.

5.2.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>

5.6.2.b : Providing and laying bituminous concrete with 100-120 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 <br> For Grading -II (13.2 mm Nominal size). <br>

Great Sports Infra Pvt. Ltd.

shiv naresh sports pvt ltd

ADVANCED SPORT TECHNOLOGIES LLP