Tender For Hockey Turf Crc Bhopal 2Nd Call, bhopal-Madhya Pradesh

E Tender For Hockey Astroturf At Crc Bhopal 2022 Iind Call , Turf Sub Grade, Drain Link Fencing Escavation In Hard Rock With Disposal Upto 1000 Meters Excavation For Raodway In Hard Rock With Rock Breakers I / Cbreaking Rock Or By Driliing, Blasting And Breaking, Trimming Of Bottom And Side Slopes In Accordance With Requiremments Of Line, Grades And Cross Sections, Loading And Disposal Of Cut Road With All Lifts And Leads Upto 1000 Metres And As Per Relevent Clauses Of Section- 300 Of Specification , 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 4.1 Of Certification , Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mixt Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixer 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. , Rd Sor 5.3.4 Providing And Laying 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 Psecifications. 0.40 Kg Per Sqm ( Non-Bituminous Surfaces ) Granular Base Not Primed. , Rd Sor 5.3.1 @ 0.25 Kg Per Sqm ( Normal Bituminous Surfaces ) , 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 Aligment. A ) Using Batch Mix Plant Of Appropriate Capacity And Paver Finisher Hydraustatic With Sensor. , 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. Ii ) For Gradingii ( 19 Mm Nominal Size. ) , Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45Cm Dry Brick Honey Comb Shaft With Bricks Honey Comb Shaft With Bricks Of Class Designation 75 And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Desigwell Burnt Bricks. , Providing And Fixing Gi Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Goods The Walls Etc.18.8.3 External Work : Including Trenching And Refilling Etc. 50 Mm Dia. Nominal Bore. , Providing And Fixing Gun Metal Gate Valve With Ci Wheel Of Approved Quality Screwed End ) : 1 50 Mmnominal Bore , Constructing Masonry Chamber 60 X 60 X 75 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Sand ) For Sluice Valve, With Ci Surface Box 100 Mm, Top Diameter, 160Mm Bottom Diameter And 180 Mm Deep ( Inside ) With Chained Lid And Rcc Top Slab 1:2:4 Mix ( 1 Cement: 2 Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) , I / C Necessary Exacavation , Foundation Conrete 1:5:10 ) ( 1 Cement: 5 Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ) 1 Cement : Sand ) 12 Mm Thick Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay Bricks Of 25 Kg / Sqcm Compressive Strength. , Providing, Laying And Fhi Certification Of Global Category Synthetic Hockey Surface ( Non Filled Wet Turf ) With Cast In Situ Shock Pad. Product Supplied By A Licensed Manufacturer Of Fih And Certified System Of Fih Which Has Been Tested By An Fih Accredited Laboratory To The Fiedl Should Be Marked In Accordance With The Latest Edition Of The Rules Of Hockey. Markings Should Be Incorporated Into The Hockey Turf During Production, Be Made With Cut In Markings Approved By The Hockey Turf Manufacuerer. All Lines Should Be 75Mm Wide. Inlaid Or Furted ( Line Markings And Dsyw Logos Should Be Provided On Long Sided 04 Nos ( Within The Fop Or Inner Run-Off ) And Should Be Manufactured From The Same Hockey Turf As The Main Field. Turf Colour Blue All Yarn Colours Should Meet The Criteria For Resistance To Aftificial Weathering And Toxicology Defined In The Fih Hockey Turf And Field Standards- Approved Hockey Turfs. All New Fields Requiring Fih Certification From June 2021 Should Be Design And Tested In Accordance With This Standard Filed Test Report And Certfiication Of Field From Fih Is Mandatory And Deemed Inclusive In The Item. , Providing, Installing Fih Approved Field Equipement - Hockey Goals Post , Providing & Fixing 25Mm X 5Mm Copper Strip In 40Mm Dia G.I. Pipe From Earth Electrode As Required. , Supply Of Xlpe Insulated Power Cable ( Conforming Is-7098 Part -I ) 1100 Volt Grade, 1 Core / 2 Core / 3 1 / 2 Core / 4 Core Isi Marked With Alu Standard / Solid Cconductor 3 1 / 2 Core Armoured , Laying Of One Number Armoured / Unarmoured Power Cable 1.1 Kv Grade Of Size Exceeding 25 Sq. Mm But Not Exceeding 400 Sq Mm In The Existing Rcc Hume / Stone Ware / G.I. Pipe / Surface In Existing Treanch As Reuired. , Providing, Installing And Testing Of Field Irrigation System Pop Up Type / 8 Nozzle The Irrigation System Should Be Capable Of Applying The Required Water Over The Field In A Time Not Exceeding 10 Minutes As Per Norms Of Fih ( I.E. For A Hockey Turf Water Applied Should Be 1.5 Mm To 2 Mm Per Irrigation Cycle. ) There Should Be No Sprinklers Located Within The Filed Of Play Or Within 2M Of An End-Line Or 1M Of A Side Line. When Closed, The Covers Of The Prinklersshould Sit Flush With The Surrounding Hockey Turf, So They Do Not Form A Trip Point, Or Cause Balls Hitting Them To Lift From The Playing Surface. The System Should Be Based On An Automatically Controlled Irrigation System Capable Of Applying The Required Watering Over The Field In A Time Not Exceeding 10 Minutes. The Pop-Up Sprinklers ( Or Rain-Guns ) Should Be Fitted With 90 Degree Or 180 Degree Sectoring Capability. Sprinklers Should Be Individually Controlled To Allow Them To Operate Individually Or In Matched Arc Pairs. The Design Of The Irrigation System Should Consider Prevalling Wind Directions And Minimise Water Spray Drift Onto Spectators. Application Rates Should Be Adjusted By Varying The Run Time Of The Sprinklers, And The Control Pannel Should Be Capable Of Perating In Minutes And Seconds. Each Application Cycle Should Ensure The Entire Playing Area And Surrounds Are Watered. The Control Pannel Should Allow The Following Cycles. Rates Shall Be Inclusive Of Providing Pe Pipe Of Suitable Pressure, Outer Dia Of Suitable Size To Deliver Water At Required Capacity, Pop Up Type Sprinklers, 3 Phase Motor Of 50 Hp ( Crompton, Kirloskar, Grounfos ) Disc Type Prefilters Of Suitable Capacity. Full Cycle 8-1 Minutes, Half Cycle ( Full Ocoverages ) 3-4 Minutes.

INR 5000 /-

INR 697808.0 /-

INR 3.48 Crore /-

Name of Work: Providing & Laying of Synthetic Hockey Turf of Global Category Surface AT CRC Campus Bhopal (M.P).

Sl. No.	Item Description
1	Turf Sub Grade, Drain link fencing Escavation in Hard Rock with disposal upto 1000 meters Excavation for raodway in hard rock with rock breakers i/cbreaking rock or by driliing, blasting and breaking, trimming of bottom and side slopes in accordance with requiremments of line, grades and cross sections, loading and disposal of cut road with all lifts and leads upto 1000 metres and as per relevent clauses of section- 300 of specification
2	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 4.1 of certification
3	Providing, laying, spreading and compacting graded stone aggregate to wet mixt macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixer 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.
4	RD SOR 5.3.4 Providing and laying 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 psecifications. 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed.
5	RD SOR 5.3.1 @ 0.25 kg per sqm (normal bituminous surfaces)
6	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 aligment. A) Using Batch Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor.
7	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. ii) for GradingII (19 mm nominal size.)
8	making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45cm dry brick honey comb shaft with bricks honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard desigWell burnt bricks.
9	providing and fixing GI pipes complete with G.I. fittings and clamps, including cutting and making goods the walls etc.18.8.3 External work : including trenching and refilling etc. 50 mm dia. nominal bore.
10	providing and fixing gun metal gate valve with ci wheel of approved quality screwed end) : 1 50 mmnominal bore
11	constructing masonry chamber 60 x 60 x 75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with ci surface box 100 mm, top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 sand : 4 graded stone aggregate 20mm nominal size), i/c necessary exacavation , foundation conrete 1:5:10 ) (1 cement: 5 sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 )1 cement : sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : with common burnt clay bricks of 25 kg/ sqcm compressive strength.
12	providing, laying and FHI certification of global category synthetic hockey surface (non filled wet turf) with cast in situ shock pad. Product supplied by a licensed manufacturer of FIH and certified system of FIH which has been tested by an fih accredited laboratory to the fiedl should be marked in accordance with the latest edition of the rules of hockey. markings should be incorporated into the hockey turf during production, be made with cut in markings approved by the hockey turf manufacuerer. All lines should be 75mm wide. inlaid or furted (line markings and DSYW logos should be provided on long sided 04 nos (within the FOP or inner run-off) and should be manufactured from the same hockey turf as the main field. Turf colour blue all yarn colours should meet the criteria for resistance to aftificial weathering and toxicology defined in the fih hockey turf and field standards- approved hockey turfs. All new fields requiring FIH certification from June 2021 should be design and tested in accordance with this standard filed test report and certfiication of field from fih is mandatory and deemed inclusive in the item.
13	providing, installing FIH approved field equipement - hockey goals post
14	Providing & fixing 25mm X 5mm copper strip in 40mm dia G.I. pipe from earth electrode as required.
15	supply of XLPE insulated power cable (conforming IS-7098 part -I) 1100 volt grade, 1 core /2 core / 3 1/2 core / 4 core ISI marked with alu standard / solid cconductor 3 1/2 core armoured
16	Laying of one number armoured/unarmoured power cable 1.1 KV grade of size exceeding 25 sq. mm but not exceeding 400 Sq mm in the existing RCC Hume/ Stone ware/G.I. Pipe/surface in existing treanch as reuired.
17	providing, installing and testing of field irrigation system POP up type / 8 nozzle the irrigation system should be capable of applying the required water over the field in a time not exceeding 10 minutes as per norms of FIH (i.e. for a hockey turf water applied should be 1.5 mm to 2 mm per irrigation cycle.) There should be no sprinklers located within the filed of play or within 2m of an end-line or 1m of a side line. When closed, the covers of the prinklersshould sit flush with the surrounding hockey turf, so they do not form a trip point, or cause balls hitting them to lift from the playing surface. The system should be based on an automatically controlled irrigation system capable of applying the required watering over the field in a time not exceeding 10 minutes. The pop-up sprinklers (or rain-guns) should be fitted with 90 degree or 180 degree sectoring capability. Sprinklers should be individually controlled to allow them to operate individually or in matched arc pairs. The design of the irrigation system should consider prevalling wind directions and minimise water spray drift onto spectators. Application rates should be adjusted by varying the run time of the sprinklers, and the control pannel should be capable of perating in minutes and seconds. Each application cycle should ensure the entire playing area and surrounds are watered. The control pannel should allow the following cycles. Rates shall be inclusive of providing PE pipe of suitable pressure, outer dia of suitable size to deliver water at required capacity, pop up type sprinklers, 3 phase motor of 50 HP (crompton, kirloskar, grounfos) Disc type prefilters of suitable capacity. Full Cycle 8-1 minutes, Half Cycle (full ocoverages) 3-4 minutes.