Directorate Sports and Youth Welfare has published Tender For Providing And Laying Synthetic Athletic Track Including Markings As Per World Athletics (Iaaf) With Rcc Drain, Fencing Around Athletic Track And Necessary Civil Works And Development Of Infield At Kushavau Stadium @ Dewas, Madhya Pradesh. Submission Date for this Tender is 11-01-2024. Drainage Tenders in bhopal Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Jan-2024 | TECHNICAL | Technical Bid | 11-01-2024 |
| Sl. No. | Item Description |
| 1 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. |
| 2 | 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 up to 50m and lift up to 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 |
| 3 | 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 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) |
| 4 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 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 density, complete as per Clause 401 of Specification. |
| 5 | 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. |
| 6 | Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. |
| 7 | 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. @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) |
| 8 | 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 Electronic Sensor 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. Using Batch Mix Plant of appropriate capacity for GradingII(19 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) |
| 9 | Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor 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 507 of specification Using Batch Mix Plant of appropriate capacity for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30) |
| 10 | Providing laying and rolling of 20 mm thick open-graded premix carpet (thickness not less than 20 mm at any place) conposed of 13.2 mn graded aggregate size @ 0. 18 cum per 10 sqm & 11.2 mm graded size 0.09 cum per 10 sqm using with bituminous binder @ 13.43 kg per 10 Sqm (i.e 92% of standard bitumen) and 8 % waste processed plastic by weight shall be used for coating aggregate after its heating as per IRC:SP:98- 2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in s suitable plant, laying and rolling with a three wheel 8 to 10 ton static roller capacity, finished to required level and grades as per technical specification clause 508 to be seal coat of either type A, type B or type C as per technical specification Note- The above shall be included in the DPR and executed with prior written permission from the E-IN-C MPPWD. Bitumen ( VG-10) |
| 11 | Supply and installation of Sandwich type as per approved colour in Red / Maroon colour 400M Synthetic Athletic Track of IAAF specifications, with 08 lane and 8 straight lanes and 1D. The athletic track including the synthetic base materials of IAAF specification on site including all taxes and duties as applicable up to site destination exluding custom duty all according to approved methodology and drawings / specifications by IAAF, and suitable for conducting national and IAAF approved events. The responsibility for taking the custom PU-Line paints, a pigmented two component polyurethane paint. Line striping and event markings shall be laid out in accordane with current IAAF rules, const of certifications from IAAF. Rate shall be inclusive of certification from IAAF in approprates class. Normal stress areas 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 liequid polyurethane minimum 3 mm thk on top of shock pad. |
| 12 | 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 |
| 13 | 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 |
| 14 | Construction and Sand filling in jumping pits (all as specified and mentioned in drawing and as per World Athletic), including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per drawing and as directed by Engineer-in-Charge. |
| 15 | Construction of Steeplecase pit inside North D portionas per IAAFdrawing and as directed by Engineer-in-Charge. |
| 16 | Aluminum Vault Boxes, white, pole vault boxes with the covers/lids( this includes Welded stainless steel construction. Comes with blanking board made of aluminium. Sockets at bottom for drainage of water. World Athletics Approved.) |
| 17 | Adjustable 12” Take OffBoard Systems for NCAA long & triple jump. This product is the 8 inch wide synthetic board, with 4 inch foul board and blanking lids are required. Design take-off board system- made of solid wood. Welded aluminium tray protects take-off area and facilitates easy replacements of take-off board and plasticine(Synthetic) board. Comes with heavy construction aluminium blanking lid for durability.World Athletics Approved. |
| 18 | Providing and installing short put rings all as per World Ahtletic guidelines. |
| 19 | Providing and installing Hammer cum Discuss Ring all as specified and mentioned in World Athletic |
| 20 | Providing and installing Discuss Ring all as specified and mentioned in World Athletic |
| 21 | Aluminum curb, powder coated white, for a non-permanent install for the 400 meter oval & steeplechase.(Design-Heavy gauge aluminium features a box profile top. Held in place by 10 mm tall ribbed feet. Raised 10 mm off the track surface for rapid drainage. Each section of kerbing is milled to allow easy drop in or removal of corresponding sections. Available in Raw or anodized finish. World Athletics Approved) |
| 22 | Water Jump Surface Mount Barrier for Steeplechase. (Design-Heavy duty foldable beam made square Pipe inside & covered with thick Water proof solid plywood. Base legs & base made of steel square pipe with spring loaded snap lock system for easy adjustment of three different required heights. 762m.m. , 838m.m. , 914 m.m. Legs are fitted into sockets grouted in to the ground. Painted with premium quality Poly urethane paint for longer life & durability. Easy to install & foldable to transport. World Athletics Approved.) |
| 23 | Hammer/Discus cage with 23’ tall doors with ground sleeves for single circle.(Design-Made of heavy duty 100 mm Square Steel Tube, HOT GALVANIZED for long life. Poles can be detatched from centre for easy transportation and hinged for easy lifting during installation. easy to bind the poles together with the help of tie bars for sturdiness of the cage. Gates are attached to the poles using four hings and both gates include wheels for easy movement. NET is 5 mm thick ( Machine Knitted ) with 40 mm square mesh. Net is UV stabilized for long life. Steel tube is used on the top of the net to avoid sagging. Cage with Netting,World Athletics Approved.) |
| 24 | Supplying and stacking of good earth specific useful for plantation at site including royalty if any and carriage (earth measured in stacks will be reduced by 20% for payment) |
| 25 | Supplying and stacking sludge at site including royalty and carriage (sludge measured in stacks will be reduced by 8% for payment). |
| 26 | Supplying and stacking at site dump manure from approved source, including carriage (manure measured in stacks will be reduced by 8% for payment) : |
| 27 | Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Engineer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately). |
| 28 | Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-in-charge. |
| 29 | Grassing with Selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately): With grass turf |
| 30 | Anti Termite treatment of Lawn area through premise 30.5%I.P, one liter premise diluted in 499 litres water and applying solution @1.00 liter solution per sq.m lawn or bed area. (Two application) i/c cost of chemical and as per direction of Engineer-in-Charge. |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate |
| 32 | Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. All works upto plinth level. |
| 33 | Reinforcement for R.C.C. 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 detalingIS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars.FE 500 or more conforming to IS 1786 |
| 34 | Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level |
| 35 | Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Upto plinth level |
| 36 | Structural steel work using M.S. flats, angles, channels I-section, H-section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 37 | Providing & Fixing of Precast RCC drain cover of size 750x600 x70mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8mm 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. |
| 38 | 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 sidesand 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. (No extra lift is payable if work is done by mechanical means) |
| 39 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 40 | Providing and fixing G.I. or PVC coated G.I.wire 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 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm 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 70x45x50cm of the same mix, as per the direction of Engineer- in-charge. (Cost of post, painting earthwork & c.c. to be paid separately) Made of G.I. wire, PVC coated to achieve outer dia. not less than 5mm in required colour and shade @ 6 kg / sqm |
| 41 | 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. On steel work - Intermediate Pipes |
| 42 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling ofconcrete etc. in base of : T’ or ‘L’ iron or pipe |
| 43 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. |
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