CONSTRUCTION OF 08 LANE SYNTHETIC ATHLETIC TRACK AT SRIKOT, GANGANALI STADIUM, SRINAGAR, PAURI

Amount

DSR Item- 2.6.1 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. All kinds of soil

DSR Item- 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.

DSR Item- 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

SOR Item- 4-1-A-2 By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material

DSR Item- 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 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.

DSR Item- 16.57.5 Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, 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. 40/50 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 drum Type Hot Mix Plant of 60-90 TPH capacity.

DSR Item- 16.55.1 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 @ 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

DSR Item- 16.4 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.

DSR Item- 16.31.2.1 Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion : On W.B.M / W.M.M. @ 0.4kg/sqm

SOR Item- 5-1-1 Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

NSI Item- Providing and laying of WAF (formerly IAAF) approved FULL PUR Synthetic Athletic track surface of minimum 15mm thickness in the normal stress areas including markings as per the specificaton / requirements laid down by IAAF and as per direction of the Eingeer-in-charge. The track needs to be IAAF Class II certified. The Product should be European/American/Australian origin. The track should be installed in supervision of an installation team of the manufacturer who have experience in such installations in India or any other country in the world for at least 1 IAAF Class II certified tracks with same product. The tenderer have to submit the proof of the same along with the technical bid. The product should be Porplastic/Reckortan/BSW/KDF/Mondo.

NSI Item- Supply and fixing of Sports Equipment material for Conducting Various events as per World Athletic approved. All Track equipments should meet the technical requirement for use in international Athletic Competitions.

NSI Item- Pole vault boxes with cover

NSI Item- Take off board for long jump and triple jump plus wooden board

NSI Item- Shotput Rings

NSI Item- Hammer cum discuss ring

NSI Item- Discuss ring

NSI Item- Aluminium Kerbing

NSI Item- Water Jump hurdle for steeple chase

NSI Item- Hammer cage with sockets

NSI Item- Discuss cage with sockets

NSI Item- Shifting of existing Sports Light and Cabling from existing position to new suitable position, complete with all respect.

M/s Gautam Construction