Upgradation of the District-level basketball court at Adarsh stadium, Barmer

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete

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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M10 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks : Cement mortar 1 : 6 (1 cement : 6 coarse sand)

Providing laying spreading and compacting specified graded sand, gravel (crushedstone)asperTable400-1,400-2oranyothercourse materialasperdesignmix,asperCBRinsubbasecourseincluding premixing thematerial atOMC inwetmixplant, carriageofmixed materialspreadinginuniformlayerswithmotorgraderF.Eloaderona preparedbaseandcompactingwithvibratoryroller toachievedesired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTHspecification :Clause401].Bymechanicalmeans with a lead of 1 Km. ForAllRajasthan exceptBikaner,Churu,HanumangarhandSri Ganganagar For Grading-I Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar Extra rate for carriage of mixed material additional lead from in item 4.2 and 4.6 Beyond 20th Km

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total 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 Specifications Clause 505 complete in all respects. Bitumen (VG-30) For All Rajasthan except Bikaner and Sri Ganganagar Grading - II (26.50 mm (Nominal Size))

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 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 Specifications Clause 507 complete in all respects For All Rajasthan except Bikaner and Sri Ganganagar for Grading-II(13 mm nominal size) Bitumen (VG-30)

Providing and Laying Synthetic All Weather Acrylic Ultra Cushion Surface System (8-Layer) Providing and laying Synthetic All Weather Acrylic Ultra Cushion Sports Surface System of approved make and specification over properly prepared Asphalt/RCC base including cleaning, grinding, crack filling, surface preparation and application of acrylic sports flooring system complete in all respects as directed by Engineer-in-Charge. The system shall consist of the following layers: One (1)coat of Acrylic Filter/Resurfacer. Two (2) coats of Heavy Cushion Layer. Three (3) coats of Fine Cushion Layer. Two (2) coats of Acrylic Colour Finish. Court line marking with approved sports line marking paint.

Providing & Fixing Tournament Model Moveable Basketball Pole System complete with heavy duty M.S. fabricated movable structure made out of 8 inch dia round pipe, pole extension up to 3.20 mtr, standard ring height 3.05 mtr from finished floor level, fitted with 1800 x 1050 mm size transparent acrylic / polycarbonate basketball board of 25 mm thickness, heavy duty spring loaded dunking ring with 3 spring mechanism, suitable rubber counter weight system of approx. 600 kg each side for stability, 6” x 2” heavy duty wheels for easy movement, complete in all respect including welding, grinding, primer, synthetic enamel paint, nuts, bolts, accessories, transportation, loading-unloading, erection and testing as directed by Engineer-in-Charge.**