Supply And Installation Of Synthetic Sports Flooring At Sports Facility Centre At Parali
Tender Value
2.32 Crore
Estimated cost
Bid Submission
30 Oct 2019
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Parali → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Supply And Installation Of Synthetic Sports Flooring At Sports Facility Centre At Parali
BOQ
| Name of Work:Supply and Installation of Synthetic sports flooring at Sports Facility Centre at Parali | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Synthetic Athletic Track - DSR | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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. | BI01010001010000000000000515BI0100001113 | 2921.42 | sqm |
| 3 | 1.02 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001114 | 1250.15 | cum |
| 4 | 1.03 | 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 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 of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | BI01010001010000000000000515BI0100001115 | 519.966 | cum |
| 5 | 1.04 | 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. | BI01010001010000000000000515BI0100001116 | 730.358 | cum |
| 6 | 1.05 | od76717/2018_2019 : Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events as per the IAAF standards and as directed by the engineer-in-charge.<br>Hammer cage - one number | BI01010001010000000000000515BI0100001117 | 1 | each |
| 7 | 1.06 | od76718/2018_2019 : Supply and Installation of the following IAAF Certified Track Competition Equipment as per IAAF standards and as directed by the engineer-in-charge.<br> Uprights ( one pair), cross bars & landing area for Pole vault with cover - one number each | BI01010001010000000000000515BI0100001118 | 1 | each |
| 8 | 1.07 | od76719/2018_2019 : Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.<br>Shot put Stop Board - one number as per IAAF standards, as directed by the engineer-in-charge. | BI01010001010000000000000515BI0100001119 | 1 | each |
| 9 | 1.08 | od76720/2018_2019 : Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.1. Throwing Circle - 1 Number for Shot put as per IAAF standards as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001120 | 1 | each |
| 10 | 1.09 | od76721/2018_2019 : Supply and Installation of the following IAAF Certified Track Competition Equipment for Throwing Events.<br>1. Throwing Circle -1 number for Discus Throw as per IAAF standards directed by the engineer-in-charge. | BI01010001010000000000000515BI0100001121 | 1 | each |
| 11 | 1.1 | od20373/2017_2018 : Supply and installation of IAAF approved SANDWICH type synthetic athletic surface of<br>recommended IAAF specifications for conducting IAAF events having a minimum thickness of 13mm.The<br>rate shall include all provision for installation of sleeves for throwing events( Pole vault, High Jump, Discus<br>throw, Shot Put and Hammer Throw), drainage, all sleeves & drainage pipes, box for pole vault, line markings<br>and IAAF Class II Certification as directed by the engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 2921.42 | sqm |
| 12 | 1.11 | od20375/2017_2018 : Supply and installation of the following IAAF Certified Competition Track Equipment - Removable Track kerb (white colour), installed as per IAAF specification and as directed by the engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 200 | metre |
| 13 | 1.12 | od76947/2018_2019 : Removal of existing take off boards and supply & installation of IAAF certified set of take of boardsfor long/triple jump events - take off board with a built-in installation tray made of corrosion-protected metal in which the take off board can be correctly positioned and removed during sports-free periods. Care should be taken to install the take off board in which the surface of the take off board must be flush with the surface of the runway. Work to be executed following the IAAF specifications and as per the directions of the engineer-in-charge. | BI01010001010000000000000515BI0100001124 | 1 | each |
| 14 | 1.13 | od76948/2018_2019 : Supplying and filling with river sand in jump pits, as per the directions of engineer-in-charge complete. | BI01010001010000000000000515BI0100001125 | 18 | cum |
| 15 | 1.14 | 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) | BI01010001010000000000000515BI0100001126 | 11.957 | cum |
| 16 | 1.15 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001127 | 68.324 | sqm |
| 17 | 1.16 | 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) | BI01010001010000000000000515BI0100001128 | 20.498 | cum |
| 18 | 1.17 | 16.91.1 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and\nproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | BI01010001010000000000000515BI0100001129 | 545 | sqm |
| 19 | 1.18 | od77169/2018_2019 : Removing the existing damaged long jump/triple jump track and replacing the same with IAAF approved Sandwich type synthetic athletic surface therein following IAAF specifications , having a minimum thickness of 13mm. The rate shall include all provision for installation of sleeves , drainage, all sleeves & drainage pipes, line markings and IAAF Class II Certification as directed by the engineer-in-charge. | BI01010001010000000000000515BI0100001130 | 174 | sqm |
| 20 | 2 | Synthetic Athletic Track - MoRTH | BI01010001010000000000000515BI0100001131 | ||
| 21 | 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. | BI01010001010000000000000515BI0100001132 | 3095.42 | sqm |
| 22 | 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. | BI01010001010000000000000515BI0100001133 | 3122.03 | sqm |
| 23 | 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. | BI01010001010000000000000515BI0100001134 | 3122.03 | sqm |
| 24 | 2.04 | 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 | 153.855 | cum |
| 25 | 2.05 | 5.6.1.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) @ 5.2 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 - I (19 mm Nominal size) | BI01010001010000000000000515BI0100001136 | 76.928 | cum |
AI Tender Summary
Tender Timeline
Oct 18, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 04, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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