Directorate Sports and Youth Welfare has published E Tender For Synthetic Athletic Running Track With Base Work And Other Allied Civil Works For Proposed Sports Complex At Morena, Madhya Pradesh. Submission Date for this Tender is 08-09-2022. Sports Complex Tenders in bhopal Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means). All kinds of soil for drain trench chain link trench retaining for RCC pipe |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level M-7.5 grade concrete. drain base chain link outer retaining straight path |
| 3 | Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level 5:11 M-20 grade concrete chain link bottom of drain sides of drain retaining wall raft |
| 4 | Centering and shuttering in cluding strutting, propping etc and removal of form for 5.9.2 walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc 5.9.2.1 up to plinth level chain link bottom of drain sides of drain retaining wall raft |
| 5 | supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. With hard muram having CBR > 12% at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20 cmin thickness and dressing complete (Note :- maximum thickness of this layer to be provided shall be 30cm) |
| 6 | Steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using strutural steel etc as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 7 | 8 kg / Sq mtr |
| 8 | Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete (13.56.1 on steel work) |
| 9 | Filling available excavated earth (excluding hard rock / ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m drain |
| 10 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detailing IS 456 RCC design & Sp 34 reinforcement detailing) etc complete. 5.16.6 thermo-mechanically treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 |
| 11 | Providing & fixing of precast RCC drain cover of size 750 x 600 x 70mm (thickness) with 06 holes, manufactured by using M-30 grade of concrete reinforced with 08mm dia tor steel @ 100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete |
| 12 | Providing and laying factory made coloured chamfered edge cement concrete paver blocks of required strength, thickness and size / shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stotne dust, compacting and propere embedding / laying of inter locking paver blocks into the 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 including locking edges with M-15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer"s specifications and direction of engineer-in-charge. 60 mm thick C.C. paver block of m-30 grade |
| 13 | Providing and fixing GI chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45 x 45 x 60 cm of mix 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70 x 45 x 50 cm of the same mix as per the direction of Engineer-in-charge. Made of GI wire |
| 14 | Granular sub-base with well graded materal (CBR > 30 or more) (table:-400-1 & 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR > 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 KN static weight to achieve the desired desity, complete as per clause 401 of specification. cum 764.00 Note : This item can be executed only after prior written approval. straight lines curved portion of track - both end radius - 36.8 mtr hammer and high polevault javellin |
| 15 | Providing & 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 sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5mm) 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 CC kerb stone shall be approved by Engineer-in-charge) |
| 16 | Wet Mix Macadam : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to table no. 400-12, 400-13 and as per clause of section 406 of specifications |
| 17 | Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous / granular surface cleaned with mechanical broom and as per relevant clauses of section 503 of specifications 0.40 kg per sqm (non-bituminous surfaces) granular base not primed |
| 18 | 0.25 kg per sqm (nomal bituminous surfaces) |
| 19 | Bituminous Macadam : Providing and laying bituminous macadam using 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 and as per clause 504 of specifications a) using batch mix plant of appropriate capacity and paver finisher hydraustatic with sensor i) for grading I (40mm nominal size) bitumen content 3.4% |
| 20 | Dense graded bituminous macadam. Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a) using batch mix plant of appropriate capacity and paver finisher hydraustatic with sensor ii) for grading I (40mm nominal size) |
| 21 | Supply and installation of IAAF certified material synthetic athletic track, black SBR bonded, component PU binder, component solvent PU spray coat with red EPDM, track line marking PU required colours with five years O and M (world athletics system w.e.f. 04.06.2019) as per approved specifications and approved system including custom duty) laying and fixing all according to approved methodology and drawings / specifications by world athletics. The vendor shall be responsible for taking the custom duty exemption certificate from DSYW rate shall be inclusive of cost of certifications from the World Athletics approved laboratory including testing athletic track drainage, jump pits and landing area, starting as per limits for flatness, imperfections, drainage, thickness, force reduction, modified deformations, friction, tensile properties etc. all base material like SBR, EPDM and pollurethane binders shall be supplied by original equipment manufacturers of certified system. rate inclusive of providing marking line marking with polyurethane paint. line stripping and event markings shall be laid out in accordance with current world atheletics rules including all straights, curvalures, finishing and starting mark ups. Normal stress area with a total thickness of 13.00 mm of finished track surface including shockpad. The wear layer is composed of mixed size, spike resistant same color EPDM granules embedded into liquid polyurethane minimum 3mm thk on top of shock pad. |
| 22 | High stress areas with a minimum thickness of 20 mm of finished track surface. The wear layer is composed of mixed size, spike resistant EPDM granules embedded into liquid polyurethane 06mm thk |
| 23 | High stress areas with a minum thickness of 25mm of finished track surface. The wear layer is composed of mixed-size, spike resistant EPDM granules embedded into liquid polyurethane 06mm thk |
| 24 | Construction of RCC long jump pit as per world athletics standard and drwings including cost and conveyance of all materials and labour per drawings including cost and conveyance of all materials and labour per drawing and as directed by Engineer-in-charge. Made of M20 RCC including cost of steel, centring, shuttering etc as required length 10 x 4.0 mtr |
| 25 | construction of steeplecase pit made of M25 RCC inside north D portion as per world athletics drawing |
| 26 | supply, installation and testing of Pole vault box competition (welded stainless steel construction. Comes with blanking board made of aluminium sockets at bottom for drainage of water. World Atheletics |
| 27 | Supply and installation of pole vault take off tray |
| 28 | Supply and installation of long jump take-off board system (made of solid wood. Welded aluminium tray protects take-off area and facilitates easy replacement of take-off board and plasticine board. Comes with heavy construction aluminium blanking lid for durability. World Athletics certified |
| 29 | Supply and installation of triple jump take-off board system (stop board made of fibre designed for depressed pad. World athletics certified |
| 30 | Supply and installation of shotput throwing circle - Aluminium (made of thick aluminium alloy in angle type construction. Constructed in two halves. Best quality nickel plated hardware used for assembling the unit. Easy to assemble and can be folded very easily for convenient trasporation & storage. World athletic certified |
| 31 | Providing and fixing anodised aluminium extrusion box profile 2.0 mm thk kerbing held in place by 10mm tall ribbed feet. Raised 10mm from the track surface for drainage. Each section of kerbing is milled to allow easy drop in or removal of corresponding sections. |
| 32 | Supplying and laying of approved fine river graded silica sand mixed with saw dust in proportion of 2:1 |
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