Tender For Up Gradation Of Mahanyam - Padapai Road Km.0 / 0 - 1 / 200; 1 Clearing Light Jungleby Cutting, Removing Anddisposing Ofallmaterialssuchas Bushes, Shrubs, Stumps, Roots, Grass, Weeds, Toporganicsoilnotexceeding 150Mm In Thickness Rubbish Including Cutting Of Trees Upto 150Mm Girth For Approach Road ( Specification Number As Per Morth Rev.V 201 ) 2 Construction Of Granular Sub- Base Gr-V Of 200 Mm Thick By Providing Close Graded Material, Mixing In A Mechanical Mix Plantat 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 Achieve The Desired Density, Complete As Per Clause 401 ( Specification Number As Per Morth Rev.V 111, 112, 401, 900 ) . 3 Providing And Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam 250Mm Thickin Two Layer Of 125Mm Each Thick Specification Including Pre Mixing The Materials With Water At Omc In Mechnanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers With Pavers In Subbase / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Acheive The Desired Density Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth Rev-5 ( Specification Number As Per Morth Rev.V 111, 112, 406, 900 ) . 4 Providing And Laying Of Prime Coat Over Wbm / Wmm Surface Using 7 Kg Of Emulsion Bitumen ( Ss1 ) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc, Complete As Per Clause 502 Of Morth Rev.5 . ( Specification Number As Per Morth Rev.V 111, 112, 502, 900 ) 5 Providing And Laying Tack Coat Over Wbm / Wmm Surface ( Treated With Primer ) Using 2.50Kg Of Bitumen Emulsion ( Rs1 ) Per 10Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Otherincidental Charges Etc., Complete As Per Clause 503 Of Morth Rev-5.. ( Specification Number As Per Morth Rev.V 111, 112, 503, 900 ) . 6 Providing And Laying 50Mm Consolidated Thickbituminous Macadam Using 0.2Cum Of 26.5-13.2Mm, 0.43Cum Of 13.22-2.36Mm And 0.08 Cum Of 2.36Mm And Blow Size Irc Metal With 37 Kg Of Vg30 Bitumen For Premixing Per 10Sqm 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 Plant20-30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 50Mm With Mechanical Paver To The Specified Grades And Cross Section And Consolidated By 8-10 Tone Vibrator Rollerto The Require Density Etc Including Labour For Attending The Paver To Site, Etc Including Hire Charges And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / Vibrator Roller And All Other Tools And Plants Required Including Fuel And All Other Incidental Charges Etc Complete As Per Specification Using Cmp As Per Clause 504 Of Morth.Rev.5. ( Specification Number As Per Morth Rev.V 111, 112, 504, 900 ) . 7 Providing And Laying Bituminous Concrete To 30Mm Thick Using 0.13Cum Of 19.00-9.50Mm, 0.17Cum Of 9.50-2.36Mm And 0.26 Cum Of 2.36 And Below With 50.30Kgs Of Vg30 Bitumen For Premixing Per 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 20-30Ton Capacity, Conveying The Mix By Tipper Trucks To Work Site, Spreading The Mix To Uniform Thickness Of 30Mm With Mechanical Paver Finisher To The Specified Grades And Cross Sections And Consolidatedby8-10Tonne Vibratory / Pneumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc., Including Hire Charges And Fuel Charges For20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / 9M Paver Finisher, Vibratory / Pneumatic Roller And All Other Tools And Plant Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 507 Of Morth Rev-5. ( Specification Number As Per Morth Rev.V 111, 112, 507, 900 ) . 8 Carted Earth With Lead Of 3 Km Including Cost Of Earth Work Excavation In All Classes Of Soil Except Hard Rock Requiring Blasting And Depositing On Bank With Initial Lead And Lift And All Other Incidental Charges Including Hire Charges For Tools And Plant For Cutting Road Edge To Required Depth As Per Ss20b.Complete As Per Mort&H Specificaton No.304 & 305 9 Provididing Rcc M15 Grade Precast Hm Stone Of Standard Desing As Per Irc 8-1980 And Fixing In Position Including Painting And Printing Ect., Complete ( As Per Morth Specification No.805 ) 10 Providing Rcc M15 Grade Precast Km Stone Of Standard Design As Per Irc 8-1980 And Fixing In Position Including Painting And Printing Etc Complete ( As Per Mort&H Specification No.805 ) . 11 Provision For Scheme Board Direction And Place Identification Signs - Type Iv. Providing And Erecting Direction And Place Identification Retro Reflectorised Sign Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc - 67: 2012 And Astm D 4956-09. Specification And Fixed Over 2 Mm Thick Aluminium Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angel And Supported On A Mild Steel Angel Post 75 X 75 X 6Mm With A Clear Height Of Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level. The Sign Post Should Be Painte As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45Cm X 45Cm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge. High Intensity Retro Reflectro Sheet Shall Consist Of Minimum Co Efficient Of Retro - Reflection As Per Table 6.6 Of Irc67-2012. The Retro - Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67.2012. ( As Per Mort & H Specification No 801 ) ( For Sign Having Area More Than 0.95Qm ) Type -Iv 12 Providing And Erecting Single Sided Double Guard Metal Beam Crash Barrier System 1.70M High, Comprising Of 3Mm Thick Wall W Beams, Posts And Spacer Channels Shall Be Made By Cold Roll Forming Using Hr Conform To Is 5986 Fe 410 / 360 And Dip Galvanized Having Zinc Mass Of 550 Gms / Sqmminimum 950Mm Above Road / Ground Level, Fixed On Ismc Series Channel Vertical Post 150Mmx75mmx5 Mm Spaced 2M Center To Center 312Mm X 83Mm Flange Width X 3Mm Thick, 4318Mm Long Post Directly Embedded In The Concrete ( M15 ) Pit Size 350Mm X 350Mm X 800Mm For A Depth Of 750Mm Below Ground. All Fixing Bolts And Nuts Hot Dip Galvanized Conforming To Is: 1367 Clause 4.60 All Complete As Per Technical Specification And As Directed By The Engineer-In-Charge. 13 Sub Estimate Box Culvertkm 0 / 6 Single Vent ( 2.00X2.00 ) Earthwork Excavation In All Classes Of Soil Except Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20b, Including Cost Of All Labour, Equipments And All Incidental Charges Such As Baling Out Water, Providing And Maintaining Necessary Cofferdams, Sheeting, Shoring Bracing And Their Subsequent Removal, Removal Of All Logs, Stumps, Grubs And Other Deleterious Matter And Obstructions, Trimming Bottom Of Excavation Backfilling, And Clearing The Site And Disposal Of All Surplus Materials Etc., For Dressing The Bed Up To Sill Level. As Per Section 111, 112, 304 Of Mort&H Specifications ( Fifth Revision ) 14 Earthwork Excavation In All Classes Of Soil Except Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20b, Including Cost Of All Labour, Equipments And All Incidental Charges Such As Baling Out Water, Providing And Maintaining Necessary Cofferdams, Sheeting, Shoring Bracing And Their Subsequent Removal, Removal Of All Logs, Stumps, Grubs And Other Deleterious Matter And Obstructions, Trimming Bottom Of Excavation Backfilling, And Clearing The Site And Disposal Of All Surplus Materials Etc., For Foundation Of Abutments, Piers And Wings. As Per Section 111, 112, 304 Of Mort&H Specifications ( Fifth Revision ) 15 Plain Cement Concrete 1:2:4 Mix Using 40Mm Iss Hbg Graded Metal Including Cost And Conveyance Of All Materials To Site, Including Cost Of Cement At Site, Including Cost And Labour Charges For Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths, Tools And Plants Including All Other Incidental Charges Etc., As Per Relevant Standard Specification For Foundation Of Box Culvert And Retaining Wall .As Per Morth Rev. V Specification No. 1000, 1500, 1700, 2200, 2100. 16 Providing And Fixing Pvc Seepage Pipes Of 100Mm Dia At 1.0M C / C Staggered Of Required Lengths For Abutments And Return Walls Including Cost And Conveyance Of All Materials To Work Site And Labour Charges For Fixing Etc, Complete To Drain Of The Backfill As Per Mor&H Vth Specification No.2706 17 Vibrated Cement Concrete M15 Grade ( Nominal Mix ) Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materialsfrom Approved Quarry To Work Site Including Cost Of Cement Which Has To Be Procured By The Contractor Including Cost And Labour Charges For Mixing The Concrete, Transporting, Laying, Compacting, Curing With All Leads For Soft Portable Water, Working In All Depths Including Hire, Running And Fuel Charges For All Tools And Plants Employed Including All Other Incidental Charges Etc For Wing Wall And Parapet Wall As Per Morth Rev. V Specification No.1000, 1500, 1700, 2200, 2300 18 Vibrated Reinforced Cement Concrete In M25 Usingiss Graded Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cost Of Cement At Site Including Soft Water, Labour Charges For Form Work, Centering, Mixing, Transporting, Laying And Curing Concrete, Tools And Plants And Incidental Charges Excluding Cost Of Steel Etc., Completefor Base Slab Side Wall & Deck Slab Of Cell Box As Per Morth Rev. V Specification No. 1000, 1500, 1700, 2200, 2300 19 Vibrated Cement Concrete Of Grade M30 ( Design Mix ) Using Iss Hbg Graded Metal Including Cost And Conveyance Of All Materials To Site Including Cost Of Cement At Site Including Cost And Labour Charges For Formwork, Soft Water, Labour Charges For Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths, Tools And Plants Including All Other Incidental Charges Etc, Asper Relevant Standard Specification For Wearing Coat Of 75Mm Uniform Thickness Over Deck Slab As Per Morth Rev. V Specification No.1000, 1500, 1700, 2702. 20 Supply And Fabrication Fo Fe -500D Steel All Rcc Items Of Works Involved In The Schedule, Including Cost Of Steel At Site And Cost Of Fabraction Labour Charges For Cleaning The Roads Straightening, Cutting, Bending, Tying Grills, Including Over Laping To The Required Length Wherever Necessary And Placing The Reinforcement In Positions As Specified In The Drawings Inclduing Cost Of Binding Wire, Provision Of Spacer Bars, Cover Blocks And All Other Incidental Charges, Etc., Complete Specifications No.1600. 21 Filling With Gravel Behind Outer Wall Including Cost And Conveyance Ofall Materials To Site Form Any Approved Source Satisfying The Standard And Specifications, And All Labour Charges For Filling In Layers Tamping Working In All Heightsincluding All Other Incidental Charges Such As Baling Out Water If Necessary Forming Protective Bounds Etc. Complete For Behind Outer Wall As Per Mort&H Vth Specification No.1000 22 Construction Of Granular Sub- Base Gr-V Of 200 Mm Thick By Providing Close Graded Material, Mixing In A Mechanical Mix Plantat 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 Achieve The Desired Density, Complete As Per Clause 401 ( Specification Number As Per Morth Rev.V 111, 112, 401, 900 ) . 23 Providing And Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam 250Mm Thickin Two Layer Of 125Mm Each Thick Specification Including Pre Mixing The Materials With Water At Omc In Mechnanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers With Pavers In Subbase / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Acheive The Desired Density Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth Rev-5 ( Specification Number As Per Morth Rev.V 111, 112, 406, 900 ) . 24 Providing And Laying Of Prime Coat Over Wbm / Wmm Surface Using 7 Kg Of Emulsion Bitumen ( Ss1 ) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc, Complete As Per Clause 502 Of Morth Rev.5 . ( Specification Number As Per Morth Rev.V 111, 112, 502, 900 ) 25 Providing And Laying Tack Coat Over Wbm / Wmm Surface ( Treated With Primer ) Using 2.50Kg Of Bitumen Emulsion ( Rs1 ) Per 10Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Otherincidental Charges Etc., Complete As Per Clause 503 Of Morth Rev-5.. ( Specification Number As Per Morth Rev.V 111, 112, 503, 900 ) . 26 Providing And Laying 50Mm Consolidated Thickbituminous Macadam Using 0.2Cum Of 26.5-13.2Mm, 0.43Cum Of 13.22-2.36Mm And 0.08 Cum Of 2.36Mm And Blow Size Irc Metal With 37 Kg Of Vg30 Bitumen For Premixing Per 10Sqm 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 Plant20-30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 50Mm With Mechanical Paver To The Specified Grades And Cross Section And Consolidated By 8-10 Tone Vibrator Rollerto The Require Density Etc Including Labour For Attending The Paver To Site, Etc Including Hire Charges And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / Vibrator Roller And All Other Tools And Plants Required Including Fuel And All Other Incidental Charges Etc Complete As Per Specification Using Cmp As Per Clause 504 Of Morth.Rev.5. ( Specification Number As Per Morth Rev.V 111, 112, 504, 900 ) . 27 Providing And Laying Bituminous Concrete To 30Mm Thick Using 0.13Cum Of 19.00-9.50Mm, 0.17Cum Of 9.50-2.36Mm And 0.26 Cum Of 2.36 And Below With 50.30Kgs Of Vg30 Bitumen For Premixing Per 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 20-30Ton Capacity, Conveying The Mix By Tipper Trucks To Work Site, Spreading The Mix To Uniform Thickness Of 30Mm With Mechanical Paver Finisher To The Specified Grades And Cross Sections And Consolidatedby8-10Tonne Vibratory / Pneumatic Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc., Including Hire Charges And Fuel Charges For20-30T Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher / 9M Paver Finisher, Vibratory / Pneumatic Roller And All Other Tools And Plant Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 507 Of Morth Rev-5. ( Specification Number As Per Morth Rev.V 111, 112, 507, 900 ) . 28 Carted Earth With Lead Of 3 Km Including Cost Of Earth Work Excavation In All Classes Of Soil Except Hard Rock Requiring Blasting And Depositing On Bank With Initial Lead And Lift And All Other Incidental Charges Including Hire Charges For Tools And Plant For Cutting Road Edge To Required Depth As Per Ss20b.Complete As Per Mort&H Specificaton No.304 & 305 29 Calculation Of Subtotal, Gst And Total Carried Out By System Automatically 30 Sub Total Amount For Above All Items ( Excluding Gst ) 31 Gst 18% For Above Subtotal Amount 32 Total In Figures ( Subtotal + Gst )
