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Tender For Name Of Work: Providing And Laying Bt Surfacetoward No 48 Kalidhasar St (009048R3519),Kalamegam St (009048R3530),Govidha Pellai Street(009065R4932) East Tambaram Area And Ward No 65 Apn Nagar 1St Street (009065R4992),Bhagavathi Nagar 1St Main , tambaram-Tamil Nadu

municipality has published Tender For Name Of Work: Providing And Laying Bt Surfacetoward No 48 Kalidhasar St (009048R3519),Kalamegam St (009048R3530),Govidha Pellai Street(009065R4932) East Tambaram Area And Ward No 65 Apn Nagar 1St Street (009065R4992),Bhagavathi Nagar 1St Main . Submission Date for this Tender is 20-01-2023. Coats and Jackets Tenders in tambaram Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

35658308
Tender For Name Of Work: Providing And Laying Bt Surfacetoward No 48 Kalidhasar St (009048R3519),Kalamegam St (009048R3530),Govidha Pellai Street(009065R4932) East Tambaram Area And Ward No 65 Apn Nagar 1St Street (009065R4992),Bhagavathi Nagar 1St Main
Open Tender
Indian
Tamil Nadu
tambaram
20-01-2023

Tender Details

Name Of Work: Providing And Laying Bt Surfacetoward No 48 Kalidhasar St ( 009048R3519 ) , Kalamegam St ( 009048R3530 ) , Govidha Pellai Street ( 009065R4932 ) East Tambaram Area And Ward No 65 Apn Nagar 1St Street ( 009065R4992 ) , Bhagavathi Nagar 1St Main Road ( 009065R5000 ) , Rajkumar Avenue ( 009065R5031 ) Ward No 68 Bharath Nagar Biodegester ( 009068R5288 ) , Bharath Nagar Anna Street ( 009068R5291 ) , Muthu Mariamman Govil Street ( 009068R5280 ) Madambakkam Areazone 5 In Tambaram Citymunicipal Corporation . ( Package No.5 ) Sl. No. Item Description 1 Preparing The Existing Surface To Laying The Road To Proper Gradient And Remove The Loose Soil Without Damage The Water Supply And Other Pipe Lines. The Rate Inclusive Of All Charges Such As Earth Work And Remove The Same Away From The Site Etc, Complete As Per Standard Specifications. 2 Providing Of Granular Sub Base Using Grade I Materials Of Table 400 -1 Of Morth With Minimum Cbr 30 Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mix In By Palce Method At Omc And Compacting With Vibratory Roller To Achieve The Desired Density Including All Labourcharges Etc, Complete As Per Technical Specification And As Directed By The Departmental Officers. Morth - Rev V No. 111, 112, 401, 900 3 Providing And Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam ( Wmm ) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant ( Bug Mill ) Carriage To 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 Achive The Desired Density Complete As Per Clasue 406 Of Morth Specifications. 4 Providing And Laying Prime Coat Of 7 Kgs / 10 Sqm Over The Wmm Surface Treated With Primer Using 7 Kgs Of Bituminous Emulsion ( Ss ) For 10Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Prime Coat Manually Etc., Complete As Per 502 Of Morth Rev-5 Specifications 5 Providing And Laying Tack Coat Of 2.50 Kgs / 10 Sqm Over The Prime Surface Treated With Binder Using 2.5 Kgs Of Bituminous Emulsion For 10 Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Tack Coat Using Mechanical Bitumrn Sprayer Etc., Complete As Per Clause503 Of Morth Rev V Specifications 6 Providing And Laying 50 Mm Compactedthick Dense Bituminous Macadamusing 0.24 Cum Of 26.5-13.2 Mm Graded Metal And 0.25 Cum Of 13.2-2.36 Mm Graded Metal And 0.23 Cum Of 2.36 Mm & Below Metal With 53.20 Kgs Of 60 / 70Bitumenfor Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials Toc M P Site, Heating The Bitumen And Agregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20- 30 Tonnes Capacity Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix In Required Temperature For Uniform Thickness Of 50Mm With Hydro Static Paver Finisher With Sensor Controled To The Required Gradient And Alignment To The Specified Grades And Cross Sections And Compaction Byvibratory Roller Tothe Required Density Etc., Including Labour Charges For Loading Bitumen In To Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20-30Tc M P With Bitumen Boiler, Tipper Trucks, Sensor Controled Hydro Static Paver Finisher, Vibratory Rollers And All Other Tools And Plants Required, Includingall Other Incidental Charges Etc., Complete Using C M P Clause 505 Of Morth Rev-5 Specifications. 7 Providing And Laying Bituminous Concrete To 30Mm Thickusing 0.13 Cum Of 19.00-9.50 Mm Graded Metal And 0.17 Cum Of 9.50-2.36 Mm Graded Metal And 0.26 Cum Of 2.36 Mm & Below Metal With45.27 Kgs Of 60 / 70Bitumen & 5.03Kg Of Plastic Waste ( Total-50.30 Kg ) ( As Per Irc Sb 098 ) Andfor Premixing Per 10 Sqmincluding Cost And Conveyance Of All Materials Toc M P Site, Heating The Bitumen And Agregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20- 30 Tonnes Capacity Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix In Required Temperature For Uniform Thickness Of 30Mm With Hydro Static Paver Finisher With Sensor Controled To The Required Gradient And Alignmentto The Specified Grades And Cross Sections And Compaction Byvibratory Roller Tothe Required Density Etc., Including Labour Charges For Loading Bitumen In To Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20-30Tc M P With Bitumen Boiler, Tipper Trucks, Sensor Conroled Hydro Static Paver Finisher, Vibratory Rollers And All Other Tools And Plants Required, Includingall Other Incidental Charges Etc., Complete Using C M P Clause 507 Of Morth Rev-5 Specifications. 8 Providing And Laying Of Hot Applied Thermoplastic Compound 2.0 Mm Thick Including Reflective Glass Beads @ 250Gms Per Sqm Area Thickness Of 2.5Mm As Per Irc:35. The Finished Surface To Be Level, Uniform And Free Form Streaks And Holes All Complete As Per Technical Specifications And As Directed By The Engineer – In – Charge 9 Supply And Fixing Of Reflective Road Studs As Per Irc Standards With Single Shanks Beforespeed Breaker On Either Sides At One And Half Meter Intervals The Spacing Of Road Studs Should Be At Required Intervals With White And Red Colours Including Cost And Conveyance Of All Materials As Per Specification

Key Value

Document Fees
INR 10000 /-
EMD
INR 132000.0 /-
Tender Value
INR 1.32 Crore /-

BOQ Items

Name of Work: Providing and Laying BT surfacetoWard No 48 Kalidhasar St (009048R3519),Kalamegam St (009048R3530),Govidha pellai street(009065R4932) East Tambaram area and Ward No 65 APN Nagar 1st Street (009065R4992),Bhagavathi Nagar 1st Main Road (009065R5000) ,RajKumar Avenue (009065R5031) Ward No 68 Bharath Nagar Biodegester (009068R5288), Bharath Nagar Anna Street (009068R5291),Muthu Mariamman Govil Street (009068R5280) Madambakkam AreaZone 5 in Tambaram CityMunicipal Corporation . (Package No.5)
Sl. No. Item Description
1Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.
2Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
3Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant ( BUG MILL ) carriage to 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 achive the desired density complete as per clasue 406 of MORTH specifications.
4Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications
5Providing and laying tack coat of 2.50 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat using Mechanical Bitumrn Sprayer etc., complete as per clause503 of MORTH Rev V Specifications
6Providing and laying 50 mm compactedthick dense bituminous macadamusing 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70bitumenfor premixing per 10 sqm including cost and conveyance of all materials toC M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with hydro static paver finisher with sensor controled to the required gradient and alignment to the specified grades and cross sections and compaction byVibratory roller tothe required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30tC M P with bitumen boiler,tipper trucks, sensor controled hydro static paver finisher, vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
7Providing and laying Bituminous concrete to 30mm thickusing 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with45.27 kgs of 60/70bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) (as per IRC SB 098 ) andfor premixing per 10 sqmincluding cost and conveyance of all materials toC M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 30mm with hydro static paver finisher with sensor controled to the required gradient and alignmentto the specified grades and cross sections and compaction byVibratory roller tothe required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30tC M P with bitumen boiler,tipper trucks, sensor conroled hydro static paver finisher, Vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
8Providing and laying of hot applied thermoplastic compound 2.0 mm thick including reflective glass beads @ 250gms per sqm area thickness of 2.5mm as per IRC:35. The finished surface to be level, uniform and free form streaks and holes all complete as per Technical specifications and as directed by the Engineer – in – Charge
9Supply and fixing of reflective road studs as per IRC standards with single shanks beforespeed breaker on either sides at one and half meter intervals the spacing of road studs should be at required intervals with white and red colours Including cost and conveyance of all materials as per specification
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