Tender For Formation Of Block Topping Road At Akshya Garden Extension, Sri Amirtha Nagar & Manjari Nagar In Chinnasalemtown Panchayat., chinnasalem-Tamil Nadu

Formation Of Block Topping Road At Akshya Garden Extension, Sri Amirtha Nagar & Manjari Nagar In Chinnasalemtown Panchayat. 1 Earth Work Excavating And Depositing On Bank With Initial Lead Of 10M & Initial Lift Of 2M In Hard Stiff Soil, Black Soil, Red Soil , Hard Black Soil, Light Black Cotton Soil, Sandy Loam And Ordinary Soil Including Excavated Earth ( Ss20b ) 2 Collection, Supply And Filling Ofwell Gravel From Approved Quarry To Work Site And Stocking To The Departmental Gauge For Premeasurement As Directed By The Departmental Engineer, To Required Depth Not More Than 15Cm Depth Including Cost Andconveyance Of All Labour Charges Etc., Complete 3 Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In A Machanical Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Acheive The Desired Density, Complete As Per Clause 401 4 Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam For Required Thick 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 Pavers In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density, Including All Cost Conveyance Of Materials And Labour Charges Etc. Complete As Per Standard Specifications And As Directed By Departmental Engineers Morth 406 5 Providing And Layingpriming Coat 7Kg / 10 Sq.M Over Wmm Surface Using Ofssiemulsion Bitumen For 10 Sq.M And Cost Emulsion Bitumen Which Will Be Supplied And Procured By The Contractor Himself At His Own Cast As Per Special Condition Appended Including Labour Charges For Preparing The Surface For Laying The Tack Coat And For Applying The Required Quantity Of Bituminous By Mechanical Sprayer Including Hire And Fuel For All Tools And Plants Employed Etc., Complete. Morth Specifications 111, 112, 501, 503 And 900. 6 Providing And Laying Tack Coat 2.50 Kg / 10 Sq.M Over Wet Mix Mecadamsurface Using Ofrs1 Emulsion Bitumen For 10 Sq.M And Cost Ofemulsion Bitumen Which Willbe Supplied And Procured By The Contractor Himself At His Own Cost As Per Special Condition Appended Including Labour Charges For Preparing The Surface For Laying The Tack Coat And For Applying The Required Quantity Of Bituminous By Mechanical Sprayer Including Hire And Fuel For All Tools And Plants Employed Etc., Completeas Permorth Specifications 111, 112, 501, 503 And 900. 7 Providing And Laying 50Mm Consolidated Thick Dense Bituminous Mecadam Using 0.24 Cum Of 26.50 – 13.20 Mm Graded Metal And 0.25 Cum Of 13.20 – 2.36 Mm Grade Metal And 0.23 Cum Of 2.36 Mm & Below With 53.20 Kgs Of 60 / 70 Grade Bulk Bitumenfor Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20 – 30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading Themix To Uniform Thickness Of 50 Mm With Mechanical Pavers To The Specified Grades And Cross Sections And Compaction By Vibratory / Pneumatic Rollers To The Required Density Etc., Including Labour For Loading Bitumen Into Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20 – 30 Ton Cmp With Bitumen Boiler Tipper, Trucks, Paver Finisher / 9M, Vibrator Rollers And All Other Tools And Plants Required, Including All Other Incidental Charges Etc., Complete As Per Standard Specification Using Cmp Clause 505 Of Morth Rev-5 8 Providing And Laying Bituminous Concrete 40Mm Consolidated Thick Using 0.13 Cum Of 19.00 – 9.50Mm, 0.17 Cum Of 9.50-2.36Mm And 0.26 Cum Of2.36 Mm & Below With 45.27 Kgs Of 60 / 70 Grade Bulk Bitumen And 5.03 Kg Of Shredded Plastic Waste For Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20 – 30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading Themix To Uniform Thickness Of 40 Mm With Mechanical Pavers To The Specified Grades And Cross Sections And Compaction By Vibratory / Pneumatic Rollers To The Required Density Etc., Including Labour For Loading Bitumen Into Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20 – 30 Ton Cmp With Bitumen Boiler Tipper, Trucks, Paver Finisher / 9M, Vibrator Rollers And All Other Tools And Plants Required, Including All Other Incidental Charges Etc., Complete As Per Standard Specification Using Cmp Clause 507 Of Morth Rev-5 9 Road Marking With Hot Applied Thermoplastic Compund With Reflectorising Glass Beads On Bituminous Surface Providing And Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflectoring Glass Beads @ 250Gms Per Sqm Area , Thickness Of 2.5 Mm Exclusive Of Surface Applied Glass Beads As Per Irc : 35.The Finished Surface To Be Level , Uniform And Free From Streaks And Holes.

Refer document

INR 230000.0 /-

INR 1.15 Crore /-

Name of Work: Formationof Block Topping Road at Akshya Garden Extension, Sri Amirtha Nagar & Manjari Nagar in ChinnasalemTown Panchayat.

Sl. No.	Item Description
1	Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff soil, black soil, red soil , hard black soil, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B)
2	Collection,supply and filling ofWell gravel from approved quarry to work site and stocking to the Departmental gauge for premeasurement as directed by the Departmental Engineer, to required depth not more than 15cm depth including cost andConveyance of all labour charges etc., complete
3	Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401
4	Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for required thick 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 pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MORTH 406
5	Providing and layingPriming coat 7Kg / 10 Sq.m over WMM surface using ofSSIEmulsion Bitumen for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete. MORTH Specifications 111,112,501,503 and 900.
6	Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadamsurface using ofRS1 Emulsion Bitumen for 10 Sq.m and cost ofEmulsion Bitumen which willbe supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., completeas perMORTH Specifications 111,112,501,503 and 900.
7	Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumenfor premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
8	Providing and laying Bituminous Concrete 40mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of2.36 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
9	Road Marking With Hot applied Thermoplastic compund With Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectoring glass beads @ 250gms Per Sqm area ,thickness of 2.5 mm exclusive of surface applied glass beads as per IRC : 35.The finished Surface to be level , uniform and free from streaks and holes.