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Bids Are Invited For Make Rebound Ace, Ars Or Equivlant Synthetic 8 Layer Itf Certified Acrylic Basketball Court - Make Rebound Ace, Ars Or Equivlant Synthetic 8 Layer Itf Certified Acrylic Basketball Court , Earthwork:Preparation And Consolid, mandi-Himachal Pradesh

Department Of Education-DOE has published Bids Are Invited For Make Rebound Ace, Ars Or Equivlant Synthetic 8 Layer Itf Certified Acrylic Basketball Court - Make Rebound Ace, Ars Or Equivlant Synthetic 8 Layer Itf Certified Acrylic Basketball Court , Earthwork:Preparation And Consolid. Submission Date for this Tender is 25-01-2022. Coats and Jackets Tenders in mandi Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

30609314
Bids Are Invited For Make Rebound Ace, Ars Or Equivlant Synthetic 8 Layer Itf Certified Acrylic Basketball Court - Make Rebound Ace, Ars Or Equivlant Synthetic 8 Layer Itf Certified Acrylic Basketball Court , Earthwork:Preparation And Consolid
Indian
Himachal Pradesh
mandi
25-01-2022

Tender Details

Bids Are Invited For Make Rebound Ace, Ars Or Equivlant Synthetic 8 Layer Itf Certified Acrylic Basketball Court - Make Rebound Ace, Ars Or Equivlant Synthetic 8 Layer Itf Certified Acrylic Basketball Court , Earthwork:Preparation And Consolidation Of Sub Grade - Earthwork: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 Earthwith Lead Upto 50 Metres. , Earthwork:Application Of Weed Killer And Soil Stabilizer. - Earthwork:Application Of Weed Killer And Soil Stabilizer. , Supplying And Stacking At Site:63 Mm To 45 Mm Size Stone Aggregate - Supplying And Stacking At Site:63 Mm To 45 Mm Size Stone Aggregate , Supplying And Stacking At Site:Laying, Spreading And Compacting Stone - Supplying And Stacking At Site:Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To 6 Thick Wbm / Wmm Specifications In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road / Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density , Asphalt Base:Providing And Applying Tack Coat Using Hot Straight - Asphalt Base:Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg - 10, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications : On W.B.M. @ 0.75 Kg / Sqm , Asphalt Base:Providing And Laying Bitumen Asphalt Basepenetration - Asphalt Base:Providing And Laying Bitumen Penetration Macadam With Hard Stone Aggregate Of Quality, Size And Grading As Specified, With Bitumen Of Suitable Penetration Grade, Including Required Key Aggregate As Specified, Spreading Coarse Aggregate With The Help Of Self Propelled / Tipper Tail Mounted Aggregate Spreader And Applying Bitumen By A Pressure Distributor And Then Spreading Key Aggregate With The Help Of Aggregate Spreader Complete, Including Consolidation With Road Roller Of Minimum 8 To 10 Tonne Capacity To Achieve Specified Values Of Compaction And Surface Accuracy : , Asphalt Base:For 50Mm Compacted Thickness Using Coarse Aggregate - Asphalt Base:For 50Mm Compacted Thickness Using Coarse Aggregate Of Size 20Mm And 12 Mm Graded @ 0.60 Cum Per 10 Sqm Key Aggregate Of Size 20-12 Mm Graded @ 0.15 Cum Per 10 Sqm. With Paving Asphalt Grade Vg - 10 @ 50 Kg / 10 Sqm. The Compaction Of The Bm Layer To Be Done Using Road Rollar Of Capacity 8-10 To 2% Bitumen To Be Mixed , Asphalt Base:2.5 Cm Thick Bitumastic Sheet Asphalt Grade - Asphalt Base:2.5 Cm Thick Bitumastic Sheet Asphalt Grade Vg - 30 With Hot Bitumen Of Approved Quality, Using Stone Chippings ( 60% With 0-6 Mm Nominal Size And 40% With 10 Mm Nominal Size ) @ 1.65 Cum Per 100 Sqm And Coarse Sand @ 1.65 Cum Per 100 Sqm Of Road Surface And With Bitumen @ 56 Kg / Cum Of Stone Chippings And @ 128 Kg / Cum Of Sand Over A Tack Coat With Hot Straight Run Bitumen, Including Consolidation With Road Roller Of 8 To 10 Tonne Etc. Complete. ( Tack Coat To Be Paid Separately ) : , Asphalt Base:Providing And Laying Seal Coat Of Premixed Fine Aggregate - Asphalt Base:Providing And Laying Seal Coat Of Premixed Fine Aggregate ( Passing 2.36 Mm And Retained On 180 Micron Sieve ) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg - 10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface, Including Rolling And Finishing With Road Roller All Complete. , Asphalt Base:Constructing Course Rubble Hammer Dressed U Shape Open Surface Drain - Asphalt Base:Constructing Course Rubble Hammer Dressed U Shape Open Surface Drain With Side Wall.15X22 Cm In Cement Mortar 1:6 ( 1 Cement : 6 Sand ) And Inside Plastring With Cement Plaster 1:3 ( 1 Cement:3 Sand ) Including Earth Work And Laying 10 Cm Cement Concrete In 1:5:10 ( 1 Cement : 5 Sand : 10 Graded Stone Aggregate ) Of 40 Mm Nominal Size ) And 7.5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) And Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design. ) Including Carriage Of Material In All Leads And Lifts. , Asphalt Base:Synthetic Outdoor Sport Synthetic Surface Make - Asphalt Base:Synthetic Outdoor Sport Synthetic Surface Make Rebound Ace / Ars The System Is Eight Layers And Consists Of 1St Layer Of Applyingacrylic Resurfacer Mixed With Approved Grade Of Silca Sand And Cement And Water And Applied With Rubber Squeege @0.020 Per Sq.Ft As Per Manufacturers Specifications. 2Nd Layer Of Applying Sbr Granules Mixed With Rebound / Ars Liquid Rubber Resin And Water @.017 Ltrs Per Sq.Ft. As Per Manufacturers Specification 3Rdlayer Of Applying Sbr Granules Mixed With Rebound / Ars Liquid Rubber Resin And Water @.017 Ltrs Per Sq.Ft. As Per Manufacturers Specification 4Th And 5Thlayer Of Applying Sbr Granules Mixed With Rebound / Ars Liquid Rubber Resin And Water @0.017 Ltrs Per Sq.Ft. Per Layer As Per Manufacturers Specification 6Th Layer Of Applying Acrylic Filler Layer Mixed With Approved Grade Of Silca Sand And Water @ 0.025 Ltrs Per Sq.Ft As Per Manufacturers Specification Sanding Of The Entire Area With Rubbing Stone To Make The Surface Smooth For Color Coat Application. 7Th And 8Th Layer Of Uv Resistant Rebound / Ars Acrylic Color Of Approved Shade Mixed With Approved Grade Of Silica Sand And Water @ 0.022 Ltrs Per Sq.Ft As Per Manufacturers Specification Appllication Of Uv Protected White Rebound / Ars Line Marking As Per International Standards Product Should Be Imported And Manufactured Under Iso: 9001 2008 Quality Management System. Should Have Been Used In Either Olympics, Asian Games Or Commonwealth Games And Have Itf Classification No.3 The Product Should Have Anti Slip Certification And Also Itf Classification Of Class 3 , Basketball Pole Movable:Foundation , Footings Basis Of Columns Etc. And Mass Concrete. - Basketball Pole Movable:Foundation , Footings Basis Of Columns Etc. And Mass Concrete. Columns, Pillars, Posts And Struts;- Square, Rectangular Or Polygonal In Plan. Providing And Laying Cement Concrete 1:4:8 ( 1 Cement:4 Sand:8 Graded Stone Aggregate 40Mm Nominal Size ) And Curing Complete Excluding Cost Of Form Work Including Carriage Of Material In All Leads & Lifts:- Foundation And Plinth. , Basketball Pole Movable:Basketball Pole Movable Non-Adjustable - Basketball Pole Movable:Basketball Pole Movable Non-Adjustable. Base Made By 125Mm X 62Mm Rectangular High Quality Steel Pipe And Beam Is Formed By 125Mm X 125Mm Square Pipe With 2.2 Meter Projection. Pu Wheels With Stoppers For Restricting The Movement Of The Pole During The Play. Basketball Board Imported Acrylic 20Mm Thick With Size 180Cm X 105Cm With Frame And Heavy Duty Breakaway Dunking Ring, High Quality Nylon Net. Foam Padding Front And Both Sides For The Safety Of The Player. Ring Is Bolted Through The Backboard Into The Main Frame Construction For Extra Strength And Durability. Branded Epoxy Mrf Paint. , Basketball Pole Movablechain Link Fencing - Chain Link Fencing ( I ) Provision And Insalallation Of 10 High, Gi Chain Link Fancing ( Mesh Size 2X2 ) Of 12 Gsepe Thickness ) ( Ii ) Vertical Standing Galvanized Ms Pipe ( 3 Diameter At A Distance Of 2.5 Mtr For Holding The Chain Link Fence ( Iii ) Horizontal Fitted Galvanized Ms Pipe ( 2 Diameter On Top & Midddle Of Chain Link Fence For Holding And Strengthening Of Fence ( Iv ) Chain Link Fence Should Cover Completer Perimeter Of Ground I.E 510 Sqm ( Including Playing And Run Off Area ) ( V ) Foundation Of Fencing Post Should Be Dug 1.5 Inside Ground And Made With Mixture Of 20&40 Mm Aggregate, Sand And Cement As Per Ratio. ( Vi ) Plinth ( Size 9X1 ) Made Of 20 Mm Aggregate, Cement & Sand All Around The Fence. Bottom Of Fence Should Touch The Top Of Pinth And Gate For Entry / Exit At One Corner. , Led Lighting System - Led Lighting System ( I ) 04 X Galvanized Electrical Poles Of 20 Long And 4 Diameter For Holding Led Lights, ( Ii ) 3 Core, 2.5 Sqm, Pvc Copper Electircal Cable From Top Of The Pole For Led Leights To Bottom For Electrical Box Junction ( Iii ) Insulated And Waterproof Electrical Box Junction With Control Unit For Mcb 32 Amp And Other Electical Switches For Led Light ( Iv ) Installation Of Warm White / Yellow, 8 Led Lights ( Two On Each Pole ) , 200 Watt, Power Consumption 35-40 W ( V ) Foundation Should Be Dug 2.5 Inside Ground And Made With Mixture Of 20 & 4. Mm Aggregate, Sand And Cement As Per Ratio. Total Quantity : 1

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BOQ Items

Sl. No. Item TitleItem Description
1MAKE REBOUND ACE, ARS or equivlant Synthetic 8 Layer ITF Certified Acrylic Basketball CourtMAKE REBOUND ACE, ARS or equivlant Synthetic 8 Layer ITF Certified Acrylic Basketball Court
2Earthwork:Preparation and consolidation of sub gradeEarthwork: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 earthwith lead upto 50 metres.
3Earthwork:Application of weed killer and soil stabilizer.Earthwork:Application of weed killer and soil stabilizer.
4Supplying and stacking at site:63 mm to 45 mm size stone aggregateSupplying and stacking at site:63 mm to 45 mm size stone aggregate
5Supplying and stacking at site:Laying, spreading and compacting stoneSupplying and stacking at site:Laying, spreading and compacting stone aggregate of specified sizes to 6" thick WBM/WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
6Asphalt Base:Providing and applying tack coat using hot straightAsphalt Base:Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm
7Asphalt Base:Providing and laying Bitumen Asphalt BasePenetrationAsphalt Base:Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :
8Asphalt Base:For 50mm compacted thickness using coarse aggregateAsphalt Base:For 50mm compacted thickness using coarse aggregate of size 20mm and 12 mm graded @ 0.60 cum per 10 sqm key aggregate of size 20-12 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. The compaction of the BM Layer to be done using road rollar of capacity 8-10 to 2% bitumen to be mixed
9Asphalt Base:2.5 cm thick bitumastic sheet Asphalt gradeAsphalt Base:2.5 cm thick bitumastic sheet Asphalt grade VG - 30 with hot bitumen of approved quality, using stone chippings (60% with 0-6 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :
10Asphalt Base:Providing and laying seal coat of premixed fine aggregateAsphalt Base:Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
11Asphalt Base:Constructing Course rubble hammer dressed "U" shape open surface drainAsphalt Base:Constructing Course rubble hammer dressed "U" shape open surface drain with side wall.15x22 cm in cement mortar 1:6 (1 Cement : 6 Sand) and inside plastring with cement plaster 1:3 (1 Cement:3 Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate)of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design.) including carriage of material in all leads and lifts.
12Asphalt Base:SYNTHETIC OUTDOOR SPORT SYNTHETIC SURFACE MAKEAsphalt Base:SYNTHETIC OUTDOOR SPORT SYNTHETIC SURFACE MAKE Rebound ACE/ ARS The system is EIGHT layers and consists of 1st layer of applyingAcrylic Resurfacer mixed with approved grade of Silca sand and cement and water and applied with rubber squeege @0.020 per sq.ft as per manufacturers specifications. 2nd layer of applying SBR granules mixed with Rebound /ARS liquid rubber resin and water @.017 ltrs per sq.ft. as per manufacturer"s specification 3rdlayer of applying SBR granules mixed with Rebound/ARS liquid rubber resin and water @.017 ltrs per sq.ft. as per manufacturer"s specification 4th and 5thlayer of applying SBR granules mixed with Rebound/ARS liquid rubber resin and water @0.017 ltrs per sq.ft. per layer as per manufacturer"s specification 6th layer of applying Acrylic filler layer mixed with approved grade of silca sand and water @ 0.025 ltrs per sq.ft as per manufacturer"s specification Sanding of the entire area with rubbing stone to make the surface smooth for color coat application. 7th and 8th layer of UV Resistant Rebound/ARS Acrylic color of approved shade mixed with approved grade of silica sand and water @ 0.022 ltrs per sq.ft as per manufacturer"s specification Appllication of UV protected White Rebound/ARS line marking as per international standards Product should be imported and manufactured under ISO: 9001 2008 quality management system. Should have been used in either Olympics, Asian games or commonwealth games and have ITF Classification no.3 The product should have anti slip certification and also ITF classification of class 3
13BASKETBALL POLE MOVABLE:Foundation , Footings basis of columns etc. and mass concrete.BASKETBALL POLE MOVABLE:Foundation , Footings basis of columns etc. and mass concrete. Columns, pillars, posts and struts;- Square, rectangular or polygonal in plan. Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work including carriage of material in all leads & lifts:- Foundation and plinth.
14BASKETBALL POLE MOVABLE:Basketball pole movable non-adjustableBASKETBALL POLE MOVABLE:Basketball pole movable non-adjustable. Base made by 125mm x 62mm rectangular high quality steel pipe and beam is formed by 125mm x 125mm square pipe with 2.2 meter projection. PU wheels with stoppers for restricting the movement of the pole during the play. Basketball Board imported acrylic 20mm thick with size 180cm x 105cm with frame and heavy duty breakaway dunking ring, high quality nylon net. Foam padding front and both sides for the safety of the player. Ring is bolted through the backboard into the main frame construction for extra strength and durability. Branded Epoxy MRF paint.
15BASKETBALL POLE MOVABLEChain Link FencingChain Link Fencing (i) Provision and insalallation of 10" high, GI Chain link fancing (Mesh Size 2""x2") of 12 Gsepe thickness) (ii) Vertical standing Galvanized MS Pipe (3" diameter at a distance of 2.5 Mtr for holding the chain link fence (iii) Horizontal fitted Galvanized MS Pipe (2" diameter on top & midddle of chain link fence for holding and strengthening of fence (iv) Chain link fence should cover completer perimeter of ground i.e 510 SQM (including playing and run off area) (v) Foundation of fencing post should be dug 1.5" inside ground and made with mixture of 20&40 mm aggregate, sand and cement as per ratio. (vi) Plinth (size 9"x1") made of 20 mm aggregate, cement & sand all around the fence. Bottom of fence should touch the top of pinth and gate for entry/exit at one corner.
16LED Lighting SystemLED Lighting System (i) 04 x galvanized electrical poles of 20" long and 4" diameter for holding LED lights, (ii) 3 core, 2.5 SQM, PVC Copper electircal cable from top of the pole for LED leights to bottom for electrical box junction (iii) Insulated and waterproof Electrical Box junction with control unit for MCB 32 amp and other electical switches for LED light (iv) Installation of Warm white/ yellow, 8 LED lights (two on each pole), 200 watt, power consumption 35-40 w (v)Foundation should be dug 2.5" inside ground and made with mixture of 20 & 4. mm aggregate, sand and cement as per ratio.
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