Kitco Limited-KITCO has published Supply And Installation Of A Synthetic Acrylic Surfaced Outdoor Basketball Court And Volleyball Court With Equipment B Indoor Vinyl Sports Flooring And Equipment Set For Table Tennis For Sports Facility Centre At Gvhss Meppayyur Kozhikode. Submission Date for this Tender is 17-09-2020. Sports Complex Tenders in Meppayyur Kozhikode Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Sep-2020 | Corrigendum 1 | Date | 17-09-2020 |
| Name of Work:Supply & Installation of a) Synthetic Acrylic Surfaced Outdoor basketball court & Volleyball court with equipment b) Indoor Vinyl sports flooring & equipment set for Table tennis for Sports Facility Centre at GVHSS Meppayyur, Kozhikode | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Basketball court with equipments | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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. | BI01010001010000000000000515BI0100001113 | 608 | sqm |
| 3 | 1.02 | 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. | BI01010001010000000000000515BI0100001114 | 608 | sqm |
| 4 | 1.03 | 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. | BI01010001010000000000000515BI0100001115 | 608 | sqm |
| 5 | 1.04 | 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). | BI01010001010000000000000515BI0100001116 | 18.24 | cum |
| 6 | 1.05 | 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 ) | BI01010001010000000000000515BI0100001117 | 30.401 | cum |
| 7 | 1.06 | 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. | BI01010001010000000000000515BI0100001118 | 608 | sqm |
| 8 | 1.07 | 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. | BI01010001010000000000000515BI0100001119 | 91.2 | cum |
| 9 | 1.08 | 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) | BI01010001010000000000000515BI0100001120 | 7.877 | cum |
| 10 | 1.09 | 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 | BI01010001010000000000000515BI0100001121 | 20.692 | cum |
| 11 | 1.1 | 5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | BI01010001010000000000000515BI0100001122 | 1.141 | cum |
| 12 | 1.11 | 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 - III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001123 | 7.968 | cum |
| 13 | 1.12 | od77793/2018_2019 : Supply and fixing of 50 mm 6kgf/cm2 PVC pipes as sleeves in precast drain cover slab at 0.4m interval in the approved<br>pattern as shown in the drawings and as instructed by the engineer-in-charge | BI01010001010000000000000515BI0100001124 | 31.125 | metre |
| 14 | 1.13 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001125 | 28.701 | sqm |
| 15 | 1.14 | od77794/2018_2019 : Supply and fixing of 50 mm 6kgf/cm2 PVC pipes as sleeves in precast drain cover slab at 0.4m interval in the approved<br>pattern as shown in the drawings and as instructed by the engineer-in-charge | BI01010001010000000000000515BI0100001126 | 18 | metre |
| 16 | 1.15 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001127 | 1096.8 | kilogram |
| 17 | 1.16 | od77795/2018_2019 : Supply and installation of ITF/FIBA approved synthetic acrylic surface (8 or 9 layers) as per specifications approved by ITF/FIBA. The layers shall be base, resurfacer, cushion layers, and synthetic top<br>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/FIBA standards. The work to be executed as per the instructions of the engineer-in-charge. | BI01010001010000000000000515BI0100001128 | 608 | sqm |
| 18 | 1.17 | od77796/2018_2019 : Supply & installation of the following equipment for basketball court: 1. Basketball backboards ( one pair) with angle iron frame and markings as per FIBA Standards 2. Two Pole set with flench, made of durable heavy M.S Tube, enamel painted.3. Two Basket rings with a ring mounting plate and net. The rate inclusive of all materials, transportation and labour charges for installing the equipment with all necessary fittings and ancillary works so as to satisfy the FIBA standards. The work to be executed following the FIBA Standards as per approved drawings and/or as per the the directions of the engineer-in-charge. | BI01010001010000000000000515BI0100001129 | 1 | no |
| 19 | 2 | Volleyball court with Equipments | BI01010001010000000000000515BI0100001130 | ||
| 20 | 2.01 | 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. | BI01010001010000000000000515BI0100001131 | 360 | sqm |
| 21 | 2.02 | 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. | BI01010001010000000000000515BI0100001132 | 360 | sqm |
| 22 | 2.03 | 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. | BI01010001010000000000000515BI0100001133 | 360 | sqm |
| 23 | 2.04 | 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). | BI01010001010000000000000515BI0100001134 | 11.52 | cum |
| 24 | 2.05 | 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 ) | BI01010001010000000000000515BI0100001135 | 18 | cum |
| 25 | 2.06 | 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) | BI01010001010000000000000515BI0100001136 | 7.801 | cum |
| 26 | 2.07 | 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. | BI01010001010000000000000515BI0100001137 | 360 | sqm |
| 27 | 2.08 | 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. | BI01010001010000000000000515BI0100001138 | 72 | cum |
| 28 | 2.09 | 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) | BI01010001010000000000000515BI0100001139 | 7.923 | cum |
| 29 | 2.1 | 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 | BI01010001010000000000000515BI0100001140 | 28.201 | cum |
| 30 | 2.11 | 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 | BI01010001010000000000000515BI0100001141 | 3 | cum |
| 31 | 2.12 | 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) | BI01010001010000000000000515BI0100001142 | 51 | sqm |
| 32 | 2.13 | 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 - III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001143 | 2.1 | cum |
| 33 | 2.14 | od77786/2018_2019 : Supply and fixing of 50 mm 6kgf/cm2 PVC pipes as sleeves in precast drain cover slab at 0.4m interval in the approved pattern as shown in the drawings and as instructed by the Engineer-in-charge | BI01010001010000000000000515BI0100001144 | 22.5 | metre |
| 34 | 2.15 | 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 of grade Fe-500D or more | BI01010001010000000000000515BI0100001145 | 300 | kilogram |
| 35 | 2.16 | od77787/2018_2019 : Supply and installation of ITF/FIVB 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 FIVB/ITF standards. The work to be executed as per the instructions of the Engineer-in-charge. | BI01010001010000000000000515BI0100001146 | 360 | sqm |
| 36 | 2.17 | od77788/2018_2019 : Supply & installation of One pair of FIVB approved Dia. Mobile Post Set for Volleyball, with Crank System For Height Adjustment and with net complete. The net is to be 1 m wide and 9.50 to 10 m long (with 25 to 50 cm on each side of the side bands), made of 10 cm square black mesh, with horizontal and vertical bands and antennae satisfying FIVB standards for level 2 competitions. 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 FIVB standards. The work to be executed as per the the directions of the Engineer-in-charge. | BI01010001010000000000000515BI0100001147 | 1 | no |
| 37 | 3 | Table Tennis Indoor Vinyl Flooring with Equipment | BI01010001010000000000000515BI0100001148 | ||
| 38 | 3.01 | od85349/2018_2019 : Supply and Installing of Indoor Vinyl Sports flooring for Table tennis, with top layer of minimum thickness 3.5 mm, with dirt resistant treatment, including the sub-layers made of fiberglass and PVC foam backing or similar material such that the following properties are satisfied:1. Friction Cefficient-As per EN 13036-4, between 80-1102.Shock absorption- As per EN 14 808, Minimum 6%3. Vertical Deformation- As per EN 14 809, less than 4mm4. Abrasion resistance-As per EN ISO 5470-1, less than 1g.5. Impact resistance- As per EN 1517, minimum 8 N/m6. Indentation resistance- As per EN 1516, not more than .18 mmRate inclusive of all materials, transportation, labour etc. Work to be done with skilled labour, as per manufacturers specificiations and as per the Engineer-in-Charge. | BI01010001010000000000000515BI0100001149 | 61.02 | sqm |
| 39 | 3.02 | od85347/2018_2019 : Supply and Fixing of TTFI complying equipment set for table tennis, including tables with 18 mm both side laminated board with metallic legs & 75mm wheels, posts and nets complete as per TTFI specifications.The rate includes supply , fixing ,transportation charges etc. Work to be followed as per TTFI standards and/or as per the Engineer-in- Charge. | BI01010001010000000000000515BI0100001150 | 2 | nos |
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