| | Sector | abcCivil Works | Tender Value | INR 4.98 Crore approx. | | Location | Jammu-kashmir - India | Ref.No | 86780365 | | Closing Date | 02 - Sep - 2025 | | | | CONSTRUCTION OF ASTRO TURF FOOTBALL GROUND AT NYOMA (SDP) ,2.0 ,Earth work in excavation by mechanical means (Hydraulic excavator) 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil ,Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m All kind of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia ,Providing and fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position with cement mortar 13 (1 cement 3 coarse sand), cost of required centring, shuttering and complete136 (1 cement 1.5 coarse sand 3 graded stone aggregate 20mm nominal size) ,Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 124 (1 cement 2 coarse sand (zone-III) derived from natural sources 4 graded stone aggregate 20 mm nominal size derived from natural sources) ,Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 148 (1 Cement 4 coarse sand (zone-III) derived from natural sources 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete ,Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. ,Supply and RCC perforated drain cover for both straight portion M30 grade of size 600x600x60 mm with 9mm rode @100mm c/c cover the wall of drain at proper level for case flow of water ,Supply and RCC perforated drain cover for both straight portion M30 grade of size 600x300x60 mm with 9mm rode @100mm c/c cover the wall of drain at proper level for case flow of water ,providing and laying of DWC -SN(IS16098-11) pipes 300mm dia in under ground system for provision in electrical line and sprinkle lineseleeve purpose and drainage outlet completed in all respect as per direction of engineer in charge ,Providing and laying of polypropylene fiber Geotextile separation barrier 140GSM, as per the standard procedure complete as required ,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 ofEngineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 ,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 ,Providing and laying of synthetic artificial football turf of FIFA approved or preffered manufactured/supplier and to be installed by FIFA/FIH certified field builder. The job includes cutting, fixing and infilling of silica sand for stabilization and SBR Granules for performance infill on top as per attain FIFA quality certificate ,supply ang installation of movable type football goal post approved by FIFA standard ,supply of ball roll ramp equipment as specified by FIFA international standard ,Construction of Rain water harvesting pit approx. size 4m length x4m width plan area as per design and drawing approved by Engineer-in-charge ,Earth work in excavation by mechanical means (Hydraulic excavator) 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 70% ,Ordinary rock 30% ,Dry stone pitching (any thickness) including cost |
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