Tender For Strengthening The Road From Karattai - Thalakanikuppam Road Km 0 / 0 - 1 / 60; 1 Strengthening The Road From Karattai - Thalakanikuppam Road Km 0 / 0 - 1 / 60 2 Clearing The Scrub Jungles Including All Labour Charges For All Labour Charges Etc Complete. 3 Km 0 / 0 - 1 / 60 4 Picking The Existing Damaged Bt Surface To 3 - 5Cm Deep Inccluding All Labour Charges 5 Km 0 / 0 - 1 / 60 6 Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20a Including Cost Of All Labour Materials, Tools, Equipments And All Incidental Charges And Sheeting, Shoring And Br 7 Km 0 / 0 - 1 / 60 8 Layingus Gravel Including Cost And Conveyance And Stacking At Site To Departmental Gauge For Taking Pre Measurements By Departmental Officers And Including Labour Charges For Spreading The Gravelas Per Standard Specification Etc. Complete. 9 Km 0 / 0 - 1 / 000 10 Km 1 / 0 - 1 / 60 11 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. 12 Km 0 / 0 - 1 / 000 13 Km 1 / 0 - 1 / 60 14 Providing And Laying Of Prime Coat Using Emulsion At The Rate Of 7 Kg Per Ten Square Meter Over The Wmm Surface Preparatory To Another Bituminous Construction Over It. 15 Km 0 / 0 - 1 / 60 16 Providing And Laying Tack Coat Over Wmm Surface ( Treated With Primer ) Using 2.5Kg Of Bitumen Emulsion Rs-1For 10Sqm For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All 17 Km 0 / 0 - 1 / 60 18 Providing And Laying Bituminous Macadam 50Mm Thick For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All 19 Km 0 / 0 - 1 / 60 20 Bituminous Concrete 25 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 21 Km 0 / 0 - 1 / 60 22 Provision Of 15 Nos Of Rumble Strips Covered With Premix Bituminous Carpet, 15 - 20 Mm High At Centre, 250 Mm Wide Placed At 1 M Center-To-Centre At Approved Locations To Control Speed, Marked With White Strips Of Road Marking Paint. 23 Km 0 / 0 - 2 / 95 24 Painting Lines, Dashes, Arrows, Etc. On Roads In Two Coatson New Work With Ready Mixed Road Marking Paint Conforming To Is:164 On Bituminous / Concrete Surface, Including Cleaning The Surface Of All Dirt, Dust And Other Foreign Matter, Demarcation At Site And Traffic Control As Per Drawing And Technical Specification Clause 1702Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface 25 Provision For 60Cm Equilateral Triangular Sign Board Charges 26 Provision For Km Stone 27 Provision For Hm Stone Of Size 75X23x10cm 28 Provision For Citizen Board Cum Name Board Charges 29 Provision For Photographic Charges 30 Construction Rcc Slab Culvert 1.50M At No.1 31 Earth Work Excavation And Depositing On Bank With In Initial Lead Of 10 M And Initial Lift Of 2M In Hard Stiff Clay, Stiff Black Cotton Soil, Hard Red Earth, Earth Mixed With Small Sized Boulders And Hard Gravelly Soil As Per Ss 20B. 32 Cement Concrete 1:4:8 Mix Using 40Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 33 Supplying And Erecting Centring For Sides And Suffits Including Supports And Structing Upto 3.29M Height For Plane Surface In All Cross Bracting Using Ms Sheets Of Size 90 X 60Cm And 10Kg Stiffened With Angle Of Size 25 X 25 X 3Mm For Boarding Laid Over Silver Oak Joists Os Size 10 X 6.5Mm At About 90Cm C / C And Supported By Casuring Props Of 10Cm 13Cm Dia At C / C Etc., Complete. 34 Below Sill 35 Above Sill 36 Cement Concrete 1:3:6 Mix Using 40Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 37 Cement Concrete 1:2:4 Mix Using 20Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 38 Supplying And Fabrication Of Steel Including Cost And Conveyance Of Steel To Site And All Labour Charges For Straightening, Cutting To Length, Bending To Shape And Tying In Position And Forming Grills For All R.C.C Works. 39 Reinforced Cement Concrete 1:1 1 / 2:3 Mix Using 20Mmiss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying, And Curing Etc Complete For 10 Cum 40 Provision For Bitumen Pads 41 Provision For Wheep Holes 42 Construction Rcc Slab Culvert 1.50M At No.2 43 Earth Work Excavation And Depositing On Bank With In Initial Lead Of 10 M And Initial Lift Of 2M In Hard Stiff Clay, Stiff Black Cotton Soil, Hard Red Earth, Earth Mixed With Small Sized Boulders And Hard Gravelly Soil As Per Ss 20B. 44 Cement Concrete 1:4:8 Mix Using 40Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 45 Supplying And Erecting Centring For Sides And Suffits Including Supports And Structing Upto 3.29M Height For Plane Surface In All Cross Bracting Using Ms Sheets Of Size 90 X 60Cm And 10Kg Stiffened With Angle Of Size 25 X 25 X 3Mm For Boarding Laid Over Silver Oak Joists Os Size 10 X 6.5Mm At About 90Cm C / C And Supported By Casuring Props Of 10Cm 13Cm Dia At C / C Etc., Complete. 46 Below Sill 47 Above Sill 48 Cement Concrete 1:3:6 Mix Using 40Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 49 Cement Concrete 1:2:4 Mix Using 20Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 50 Supplying And Fabrication Of Steel Including Cost And Conveyance Of Steel To Site And All Labour Charges For Straightening, Cutting To Length, Bending To Shape And Tying In Position And Forming Grills For All R.C.C Works. 51 Reinforced Cement Concrete 1:1 1 / 2:3 Mix Using 20Mmiss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying, And Curing Etc Complete For 10 Cum 52 Provision For Bitumen Pads 53 Provision For Wheep Holes 54 Construction Rcc Slab Culvert 1.50M At No.3 55 Earth Work Excavation And Depositing On Bank With In Initial Lead Of 10 M And Initial Lift Of 2M In Hard Stiff Clay, Stiff Black Cotton Soil, Hard Red Earth, Earth Mixed With Small Sized Boulders And Hard Gravelly Soil As Per Ss 20B. 56 Cement Concrete 1:4:8 Mix Using 40Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 57 Supplying And Erecting Centring For Sides And Suffits Including Supports And Structing Upto 3.29M Height For Plane Surface In All Cross Bracting Using Ms Sheets Of Size 90 X 60Cm And 10Kg Stiffened With Angle Of Size 25 X 25 X 3Mm For Boarding Laid Over Silver Oak Joists Os Size 10 X 6.5Mm At About 90Cm C / C And Supported By Casuring Props Of 10Cm 13Cm Dia At C / C Etc., Complete. 58 Below Sill 59 Above Sill 60 Cement Concrete 1:3:6 Mix Using 40Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 61 Cement Concrete 1:2:4 Mix Using 20Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 62 Supplying And Fabrication Of Steel Including Cost And Conveyance Of Steel To Site And All Labour Charges For Straightening, Cutting To Length, Bending To Shape And Tying In Position And Forming Grills For All R.C.C Works. 63 Reinforced Cement Concrete 1:1 1 / 2:3 Mix Using 20Mmiss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying, And Curing Etc Complete For 10 Cum 64 Provision For Bitumen Pads 65 Provision For Wheep Holes 66 Construction Rcc Slab Culvert 1.50M At No.4 67 Earth Work Excavation And Depositing On Bank With In Initial Lead Of 10 M And Initial Lift Of 2M In Hard Stiff Clay, Stiff Black Cotton Soil, Hard Red Earth, Earth Mixed With Small Sized Boulders And Hard Gravelly Soil As Per Ss 20B. 68 Cement Concrete 1:4:8 Mix Using 40Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 69 Supplying And Erecting Centring For Sides And Suffits Including Supports And Structing Upto 3.29M Height For Plane Surface In All Cross Bracting Using Ms Sheets Of Size 90 X 60Cm And 10Kg Stiffened With Angle Of Size 25 X 25 X 3Mm For Boarding Laid Over Silver Oak Joists Os Size 10 X 6.5Mm At About 90Cm C / C And Supported By Casuring Props Of 10Cm 13Cm Dia At C / C Etc., Complete. 70 Below Sill 71 Above Sill 72 Cement Concrete 1:3:6 Mix Using 40Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 73 Cement Concrete 1:2:4 Mix Using 20Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete. 74 Supplying And Fabrication Of Steel Including Cost And Conveyance Of Steel To Site And All Labour Charges For Straightening, Cutting To Length, Bending To Shape And Tying In Position And Forming Grills For All R.C.C Works. 75 Reinforced Cement Concrete 1:1 1 / 2:3 Mix Using 20Mmiss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying, And Curing Etc Complete For 10 Cum 76 Provision For Bitumen Pads 77 Provision For Wheep Holes 78 Towards The Charges For Routline Maintenance Of The Road Work Executed Under Mgsmt Including Dressing Of Berms By Refilling The Gully With The Earth From Borrow Pits, Cleaning Of Wild Seasonal Growth On Berms, Destilting Of Side Drains And Cd Works, White Washing Guard Stones, Painting Of Km, Hm Stones, Parapets, Cutting Of Branches Of Trees, Refixing Displaced Guard Stones, Caution Boards, Speed Limit Boards Etc., With The Periodicity For The Above Activities As Prescribed In Irc-Sp-20:2002 And As Directed By The Departmental Officers Except For The Constructional Defects Which Has To Be Rectified By The Contractor At His Own Cost For Carriageway Width Of 3.00M & 3.75M 79 For The First Year From The Date Of Completion Of Work 80 For The Second Year From The Date Of Cpmpletion Of Work 81 For The Third Year From The Date Of Completion Of Work 82 For The Fourth Year From The Date Of Completion Of Work 83 For The Fifth Year From The Date Of Completion Of Work 84 Gst Amount For Providing Service To Government Contract Works For The Above Construction Works. { Gst Amount Is The Total Gst Amount For Total Overall Quoted Amount Above This Row In Column Bb For All Works In This Package }
