Tender For Rates For Athleitc Synthetic Track At Bijalpur Indore M.P., bhopal-Madhya Pradesh

Tender For Rates For Athleitc Synthetic Track At Bijalpur Indore M.P. -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 Soilfor Draintrench Chain Linktrench Retainingfor 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 Basechain Linkouter Retainingstraight 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 Concretechain Linkbottom Of Drainsides Of Drainretaining Wallraft 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 Levelchain Linkbottom Of Drainsides Of Drainretaining Wallraft 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 ManufacturerS 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 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix 1:4 ( 1 Cement : 4 Sand ) 13 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 ManufacturerS Specifications And Direction Of Engineer-In-Charge60 Mm Thick C.C. Paver Block Of M-30 Grade 14 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 15 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 Linescurved Portion Of Track - Both Endradius - 36.8 Mtrhammer And Highpolevaultjavellin 16 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 ) 17 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 18 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 Specifications0.40 Kg Per Sqm ( Non-Bituminous Surfaces ) Granular Base Not Primed 19 0.25 Kg Per Sqm ( Nomal Bituminous Surfaces ) 20 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 Sensori ) For Grading I ( 40Mm Nominal Size ) Bitumen Content 3.4% 21 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 Sensorii ) For Grading I ( 40Mm Nominal Size ) 22 Supply And Installation Of Sandwich Type As Per Approved Colour In Two 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 Including 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. 23 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 24 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 25 Construction Of Rcc Long Jump Pit As Per World Athletics Standard And Drwings Including Cost And Conveyance Of All Materials And Labour Per Drawings And As Directed By Engineer-In-Charge Made Of M 20 Rcc Including Cost Of Steel, Centring Shuttering Etc As Required Lenanth 10 X 4.0 Mtr 26 Construction Of Steeplecase Pit Made Of M25 Rcc Inside North D Portion As Per World Athletics Drawing 27 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 28 Supply And Installation Of Pole Vault Take Off Tray 29 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 30 Supply And Installation Of Triple Jump Take-Off Board System ( Stop Board Made Of Fibre Designed For Depressed Pad. World Athletics Certified

INR 5000 /-

INR 1171510.0 /-

INR 5.85 Crore /-

Name of Work:Rates for Athleitc Synthetic Track at Bijalpur Indore M.P.

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	12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 sand)
13	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
14	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
15	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
16	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)
17	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
18	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
19	0.25 kg per sqm (nomal bituminous surfaces)
20	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%
21	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)
22	Supply and installation of Sandwich type as per approved colour in two 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 including 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.
23	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
24	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
25	Construction of RCC long jump pit as per world athletics standard and drwings including cost and conveyance of all materials and labour per drawings and as directed by Engineer-in-Charge Made of M 20 RCC including cost of steel, centring shuttering etc as required lenanth 10 x 4.0 mtr
26	Construction of steeplecase pit made of M25 RCC inside north D portion as per world athletics drawing
27	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
28	Supply and installation of pole vault take off tray
29	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
30	Supply and installation of triple jump take-off board system (stop board made of fibre designed for depressed pad. World athletics certified
31	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
32	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.
33	Supplying and laying of approved fine river graded silica sand mixed with saw dust in proportion of 2:1