KITCO Limited Tender

50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site 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)

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

od4477/2018_2019 : Supplying and Laying of FIFA approved high quality Geotextile Separation Barrier( 150 GSM) below the base to cover the entire field including the edges and also with an overlap between panels as well as the barrier to be placed in the perimeter drains also. Work to be done as per the directions of Engineer in charge

od4478/2018_2019 : 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, disposal of excavated earth, 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.

od4479/2018_2019 : 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.

2.10.1.1 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soilPipes, cables etc, not exceeding 80 mm dia

2.10.1.2 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

od234616/2019_2020 : Providing and laying of compacted fill with 10mm to downgraded metal (Coarse rubble granite Stone) combined 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 detailedspecifications and or as approved by Engineer-in-charge

od234617/2019_2020 : :Providing and laying of compacted fill with 40mm metal (Coarse Rubble Granite Stone)combined with a downgraded stone up to 30mm 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

od234618/2019_2020 : Providing and laying of compacted fill with 20mm to downgraded metal (Coarse& rubblegranite Stone) combined to form a contour and elevations to the desired level as per drawings. Rate inclusiveof 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

od234633/2019_2020 : Compacting stone aggregate with power road roller of 8 to 12 tonne capacity

od4483/2018_2019 : Design, supply, installation and testing of FIFA PRO synthetic Football Turf from FIFA preferred manufacturers, consisting of and satisfying the following specification. Monofilament of pile height 60mm or nearest , made of polyethylene, abrasion resistant and UV resistant. 2. Shock absorbent and fungus resistant backing, with perforations for drainage, comprising of a primary backing and a secondary backing, made of woven and non-woven polypropylene, to provide dimensional stability. It shall allow proper tufting of fibres, binding and seaming of turf rolls/panels as per FIFA standards 3. Infill with rubber granules and silica sand as per manufacturers recommendation. 4. A test certificate of compliance to FIFA specification shall be obtained after installation. Test report on the material shall also be furnished. The price shall be inclusive of all materials, all wastage and other incidentals for completion of the work, unloading and staging of rolls, sewing of seams, infilling with appropriate dispensing, spreading and leveling equipment, brushing of fibres with all poly hydraulic controlled equipment, painting of any lines with approved synthetic turf paint complete . The payment to be made for the area of turf installed. The work shall be executed according to FIFA approved drawings, specifications and methodology, following the FIFA quality concepts and as per the directions of 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)

od4484/2018_2019 : Supply and Installation of a pair of Football goal post of superior quality with nets as per FIFA specifications.

19.7.1.2 : 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 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With Sewer bricks conforming to IS : 4885