Supply and Installation of Synthetic Football turf at I M Vijayan Indoor Stadium and Sports Complex at Laloor Thrissur

Amount

Laying and Jointing PVC Pipe. Heading

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.

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.AII kinds of soil

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All works upto 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

od41100/2017 2018 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

od40860/2017 2018 Supplying, laying and jointing perforated HOPE 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.

od40975/2017 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

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:AII kinds of soilPipes , cables etc, not exceeding 80 mm dia

2.10.1.2 Excavating trenches or 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

16.3.2 Supplying and stacking at site.63 mm to 45 mm size stone aggregate

16.3.3 Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate

16.3.6 Supplying and stacking at site.Stone screening 13.2 mm nominal size (Type A)

od41099/2017 2018 Supplying and stacking at site. Fine aggregate/ Crushed sand 2.36mm to 75 micron

16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

od41126/2017 2018 Design, supply, installation and testing of FIFA PRO synthetic Football Turf from FIFA preferred manufacturers, consisting of and satisfying the following specification: 1. Monofilament of pile height 60mm or nearest , made of polyethylene, abrasion resistant and UV resistant. Other Engineering Organisations 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 manufacturer's 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 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)

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:lnside 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

od41132/2017_2018 Supply and installation of a pair of Football goal post of superior quality with nets as per FIFA specifications

Tennis Court with Synthetic Acrylic Surface

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.

5.6.2.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 For Grading -II (13.2 mm Nominal size).

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. Grading II - (19 mm nominal size )

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)

16.1 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 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

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

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

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand)

5.12 Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement: 1.5 coarse sand (Zone - Ill) : 3 graded stone aggregate 20 mm nominal size)

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars

od36467/2017 2018 Structural steel work welded in single sections,trussess and framed work including cutting, hoisting, fixing in position and applying two coats of Synthetic enamel paint over two coats of anticorrossive Yellow zinc chromate primer including cost and conveyance of all materials,labour charges ,lead,lift etc complete as directed by Engineer in Charge at all levels

16.70.2 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade

od35851/2017_2018 Supply & installation of one pair of ITF approved 4" dia mobile post set with pulley for net adjustment & steel counter - balance weight for stability (appx. wt. 15 kg. per set) , and with net complete. The posts shall not be higher than 1 inch (2.5 cm.) above the top of the net cord. The centers of the post shall be 3 feet (.914 m.) outside the Court on each side and the height of the posts shall be such that the top of the cord or metal cable. The net is to be suspended from a cord or metal cable of a maximum diameter of one-third of an inch (0.8 cm.), the ends of which shall be attached to, or pass over, the tops of the two posts, satisfying ITF standards . The height of the net shall be 3 feet (.914 m.) at the center, where it shall be held down taut by a strap not more than 2 inches (5 cm.) wide and ompletely white in color. The posts are to be rounded and smooth, fixed to the ground without wires and provided with proper foundation and anchoring. 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 ITF standards. The work to be executed as per the the directions of the engineer-in-charge.

od35852/2017 2018 Supply and installation of ITF 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 & accessories, all markings in different colour etc complete as per the 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:lnside 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

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