Tender For Re-Tender Tamil Nadu Urban Roads Infrastructure Project (Turip) 2022-2023 In Alwarthirunagari Town Panchayat, Tuticorin-Tamil Nadu

Re-Tender Tamil Nadu Urban Roads Infrastructure Project (Turip) 2022-2023 In Alwarthirunagari Town Panchayat Strengthening Of Bt Road Ward No.01 Nandavana Colony 1 And 2Nd Street , Ward No.3 Chithirai Street ( 1 To 36) . Ward No. 08 Kulalar Street (West To East), Ward No,11 Vannakudi Block (South - North) Ward No.13 South Car Street (South Cross -1) , Earth Work Open Excavation And Depositing On Bank With In The Initial Lead Of 10M And A Lift Of 2M In Hard Stiff Clay, Stiff Block Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Etc., As Per Ss 20 A. Tndss No: 23 & 24 Vi (S2) Vi,Vii 9,10With Standard Specifications. , Road , Drain , Plain Cement Concrete 1:4:8 Mix (One Part Cement, Four Part Sand And Eight Part Of Aggrigate) Using 40 Mm Size Iss Hbg Metal From Approved Quarry Including Cost And Conveyance Of All Materials To Site. Loading And Unloading Charges And Labour Charges For Mixing. Laying And Curing Etc., Complete As Per Tndss No : 28 & Vi (S2) Vi (S5a) Vii Standard Specifications As Directed By Engineer Incharge. , Supplying And Erecting Centering To Sides And Soffits Including Supports And Strutting With Necessary Cross Bracing For Plain Surface Such As Rcc Slabs Rectangular Beams All Beams Lintels Etc., Centering For Soffits Upto 3 Meter Height Using Mild Steel Sheet Of Size 90 Cm X 60 Cm X 10 Mm Gauge With Ms Angles Of Size 25Mm X 25Mm X 3Mm Laid Over Silver Oak (Cw) Joists Of Size 10Cm X 6Cm Spaced Upto 90Cm C/C And Casurina Props Or 10 Cm To 13 Cm Dia Spaced At 0.750 Cm C/C Complying With Standard Specifications As Per Tndss No : 30 & 86. , Plain Cement Concrete 1:2:4 Mix (One Part Cement, Two Part Sand And Four Part Of Aggrigate) Using 20Mm Size Iss Hbg Metal Machine Crushed From Approved Quarry Including Cost And Conveyance Of All Materials To Site, Loading And Unloading Charges And Labour Charges For Mixing, Laying And Curing Etc., Complete As Per Tndss No: 28 & Vi (S2) Vi (S5a) Vii Standard Specifications As Directed By Engineer Incharge. , Finishing The Top Of Flooring With Granothatic Flooring With Cement Concrete 1:2:4 (One Cement, Two Sand And Four Aggrigate) Using 10 To 12Mm Stone Chips – 25Mm Tk Etc., Complete. , Collection,Supply And Filling Of Well Gravel In Layers Of Not More Than 15Cm Thickincluding Allcost And Conveyance Of Gravel From The Approved Quarry To The Work Site And Stacking Them To Departmental Gauge For Pre Measurement Including Labourcharges For Spreadingand All Other Incidental Charges Etc, Complete Complying As Per Clause 401 Morth Specification. , Providing And Laying Wmm (Wet Mix Macadam) Of Specified On The Prepared Sub Base With Graded Stone Aggregate And Granular Material Of Quality Size And Grading Pasting In Layor With Motor Grader And Compaction With Vibratory Rollers Of 80-100 Kn Static Weight And Fine Dressing For Required Grade And Cross Slope As Shown On The Drawing Equipments Equipments Safety Measures Testing And Incidents Necessary To Complete The Work As Per Morth 406 , Providing And Laying Prime Coat Over The Wet Mix Macadam Surface Using 7 Kg Of Ss1 Grade Emulsion Bitumen For 10 Sq.M Including Cost Of Emulsion Bitumen Which Will Be Supplied By The Contractor Himself At His Own Cost As Per Special Condition Including Cost And Conveyance To Site Handling Charges Including Labour Charges For Brushing,Cleaning And Preparing The Surface For Applyinging The Tack Coat And Labour For Applying And Required Quantity Of Bitumen Binder As Tack Coat By Bitumen Sprayer Including Hire And Fuel Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights Flags Etc., Completed Complying With Standard Specification As Per Clause 503 Morth Specification. , Providing And Laying Tack Coat Over The Wet Mix Macadam Surface Using 2.50 Kg Of Rs1 Grade Emulsion Bitumen For 10 Sq.M Including Cost Of Emulsion Bitumen Which Will Be Supplied By The Contractor Himself At His Own Cost As Per Special Condition Including Cost And Conveyance To Site Handling Charges Including Labour Charges For Brushing,Cleaning And Preparing The Surface For Applyinging The Tack Coat And Labour For Applying And Required Quantity Of Bitumen Binder As Tack Coat By Bitumen Sprayer Including Hire And Fuel Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights Flags Etc., Completed Complying With Standard Specification As Per Clause 503 Morth Specification. , Providing And Laying 50 Mm Conslidated Thick Dense Bituminuous Macadam Using 0.24 Cum Of 26.50-13.20 Mm,0.25Cum Of 13.20-2.36Mm And 0.23Cum Of 2.36Mm And Below And With 53.20Kg Of Vg30 Bitumen Premixing 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 Tons Capacity,Conveying The Mix By Tipper Trucks To Work Site,Spreading The Mixuniform Thickness Of 50Mm With Paver To The Specified Grade And Cross Sections And Compaction Byvibratory/ Pneumapic Roller To The Required Density Etc., Including Labour For Accending To Pavor At Sites Etc., Including Hire Charges And Fuel Chargesfor 20-30T Cmp With Bitumen Boiler,Tipper Trucks, Paver Finisher/9 M Paver Finisher,Vibratory/ Pneumapic Rollers And All Other Tools And Plant Required Including To All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Clause 505Morth Rev-5. , Providing And Layingbituminous Concrete To 30Mm Thick Using 0.13 Cum Of 19.00-9.50 Mm, 0.13Cum Of 9.50-2.36 Mm And 0.26Cum Of 2.36Mm And Below With 46.28Kgs Of Vg 30 /Vg 40 Bitumen And 4.02Kgs Plastic Waste For 10 Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregate 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 To Uniform Thickness Of 30 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 80 - 10 Tonne Vibratory/ Pneumatic Roller To The Required Density Etc., Including Labor For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20 – 30Tcmp With Bitumen Boiler, Tipper Trucks, Paver Finisher,/ 9M Paver Finisher, Vibratory/ Pneumatic Rollers And All Other Tools And Plant Required Including Fule And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As For Clause 507Of Morth Rev-5Rev-5. , Providing And Laying Of Hot Applied Thermo Plastic Compound 2.5 Mm Thick Inculding Reflectorising Glass Beads @250 Gmsper Sqm Area, Thickness Of 2.5Mm Exculsive Of Surface Applied Glass Beads Asper Irc 35 The Funished Surface To Be Level Uniform And Free From Streaks And Holes Etc Complete .,

Refer document

INR 53150.0 /-

INR 53.15 Lakhs /-

Name of Work:Strengthening of BT RoadWard No.01 Nandavana Colony 1 and 2nd street ,WardNo.3 Chithirai Street( 1 to 36) .Ward No. 08 Kulalar Street (West to East),Ward No,11 Vannakudi Block (South - North)Ward No.13 South Car Street (South Cross -1) andMutharamman keela streetand Construction of Drinage in WardNo.3 Chithirai Street( 1 to 36) , Ward No. 08 Kulalar Street (West to East), Ward No,11 Vannakudi Block (South - North) andMutharamman keel street in Alwarthirunagari Town Panchayat.

Sl. No.	Item Description
1	Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10with standard specifications.
2	Road
3	Drain
4	Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
5	Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
6	Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
7	Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
8	Collection,supply and filling of Well Gravel in layers of not more than 15cm thickincluding allcost and conveyance of Gravel from the approved quarry to the work site and stacking them to departmental gauge for pre measurement including labourcharges for spreadingand all other incidental charges etc, complete complying as per clause 401 MORTH specification.
9	Providing and laying WMM (Wet Mix Macadam) of specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibratory rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406
10	Providing and laying Prime Coat over the Wet Mix Macadam surface using 7 Kg of SS1 Grade Emulsion bitumen for 10 Sq.m including cost of Emulsion bitumen which will be supplied by the contractor himself at his own cost as per special condition including cost and conveyance to site handling charges including labour charges for brushing,cleaning and preparing the surface for Applyinging the tack coat and labour for applying and required quantity of bitumen binder as tack coat by bitumen sprayer including hire and fuel charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., completed Complying with Standard Specification as per Clause 503 MORTH Specification.
11	Providing and laying Tack Coat over the Wet Mix Macadam surface using 2.50 Kg of RS1 Grade Emulsion bitumen for 10 Sq.m including cost of Emulsion bitumen which will be supplied by the contractor himself at his own cost as per special condition including cost and conveyance to site handling charges including labour charges for brushing,cleaning and preparing the surface for Applyinging the tack coat and labour for applying and required quantity of bitumen binder as tack coat by bitumen sprayer including hire and fuel charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., completed Complying with Standard Specification as per Clause 503 MORTH Specification.
12	Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 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 tons capacity,conveying the mix by tipper trucks to work site,spreading the mixuniform thickness of 50mm with paver to the specified grade and cross sections and compaction byvibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel chargesfor 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505MORTH Rev-5.
13	Providing and layingBituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 46.28kgs of VG 30 /VG 40 bitumen and 4.02kgs plastic waste for 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30tCMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ pneumatic rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5Rev-5.
14	Providing and Laying of Hot Applied Thermo Plastic Compound 2.5 mm Thick Inculding Reflectorising Glass Beads @250 GmsPer Sqm area, Thickness of 2.5mm Exculsive of Surface applied Glass Beads asper IRC 35 The Funished Surface to be Level Uniform and Free From Streaks and Holes etc Complete .,