Tender For Up Gradation To The Road From Ayithampatti Mayanam Road In M.Pudupatti Panchayat., Tiruchirappalli-Tamil Nadu

Tender For Up Gradation To The Road From Ayithampatti Mayanam Road In M.Pudupatti Panchayat.; 1 Upgradation To The Road From Aiythampatti Mayanam Road In M.Pudupatti Panchayat. Earth Work Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting Depositing On Bank With Initial Lead Of 10M And Lift Of 2M Including All Labour Charges And Incidental Charges Such As Shoring, Strutting, Providing Coffer Dams, Bailing Out 2 Providing And Laying Including Cost And Conveyance Of Gravel From Approved Sources To Work Site Including Labour For Spreading, Watering And Compacting By Power Roller To Achieve The Required Proctor Density At 100% Compaction At Optimum Moisture Content 3 Construction Of Granular Sub Base By Providing Well Graded Material ( 25 Mm To 4.75 Mm Irc Hbg Metal @ 65 %, 4.75 To 2.36Mm Irc Hbg Metal@20%&2.36 Mm Below Irc Hbg Metal @15% ) & ( The Material Passing 425 Microns Sieve Shall Have Liquid Limit And Plasticity Index Not More Than 25 & 6% Repectively ) Spreading In Uniform Layers With Motor Grader On Prepared Surface Mixing By Mix In Place Method With Rotovator At Omc And Compacting With Three Wheel 80-100 Kn Capacity And Finished In Accordance With The Requirements Of The Specification And Thickness As Per Approved Plans Or As Directed By The Engineer ( Mix -In - Place Method ) 4 Providing And Laying Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam ( Wmm ) Specification Including Premixing The Material With Water At Omc In Machanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers 250Mm Thick With Pavers In Subbase / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete. 5 Providing And Laying Of Prime Coat Using Emulsion ( Ss1 ) At The Rate Of 7 Kg Per Ten Square Meter Over The Wmm Surface Preparatory To Another Bituminous Construction Over It. 6 Providing And Laying Tack Coat Over Wmm Surface Using 2.5Kgof Rs-1 Bitumen Emulsion / 10 Sq.Marea Including Cost And Conveyance Of Bituminous Binder Including Labour Charges For Preparing The Surface And Applying The Required Quantity Of Bitumen As Tack Coat 7 Bituminous Concrete 25, 30 / 40 Mmthick Using Cmp ( Grade-Ii ) Providing And Laying Bituminious Concrete To 40Mm Thick Using 0.13Cum Of 19.00-9.50Mm. 0.17Cum Of 9.5-2.36 And Below With 50.3Kgs Of Vg30 / Vg40 Heating The Bitumen And Aggregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity, Carrying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonnes Vibratory / Phenumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc.Including Hire Charges And Fuel Charges Foe 20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / 9M Paver Finisher, Vibratory / Phenumatic Roller And All Other Tools And Plants Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clauses 507 Of Morth Part-5 8 Providing And Laying Of Hot Applied Thermoplastic Compound 2.50 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Area , Thickness Of 2.50 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35. The Finished Surface To Be Level Uniform And Free From Streaks And Holes Etc., Complete As Per Mort & H Specficationno.803 9 Provision For Hm Stones Etc 10 Provision For Name Board Etc Complete.

Refer document

INR 18250.0 /-

INR 18.25 Lakhs /-

Name of Scheme : NNT 2023-24

Sl. No.	Item Description
1	Upgradation to the Road From Aiythampatti Mayanam Road in M.Pudupatti Panchayat. Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out
2	Providing and laying including cost and conveyance of Gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content
3	Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
4	Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
5	Providing and laying of Prime Coat using Emulsion (SS1) at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
6	Providing and laying Tack coat over WMM surface using 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.marea including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
7	BITUMINOUS CONCRETE 25, 30/40 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
8	Providing and Laying of Hot applied Thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 gms per area , thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35. The Finished surface to be level uniform and free from streaks and holes etc., complete as per MORT & H specficationNo.803
9	Provision for HM Stones etc
10	Provision for Name Board etc complete.