Annual Rate Contract For Construction Work With Materials And Labour For Patdi Nagarpalika Area. Year 2022-2023, Patdi-Gujarat

Annual Rate Contract For Construction Work With Materials And Labour For Patdi Nagarpalika Area. Year 2022-2023-1 Excavation For Foundation Upto 1.5 Mt. Depth Including Sorting Out Stacking Of Useful Material & Disposing Of Excavated Stuff Upto 50 Mt. Lead. ( A ) Loose Or Soft Soil ( B ) Dense Or Hard Soil 2 Excavation For Foundation Upto 1.5 Mt. To 3.0 Mt. Including Sorting Out Stacking Of Useful Material & Disposing Of Excavated Stuff Upto 50 Mt. Lead. ( A ) Loose Or Soft Soil Up To ( B ) Dense Or Hard Soil 3 Excavation For Pipeline Trenches Excavation For Pipe Line Trenches For Water Supply, Sewerage Line, Manholeetc. All Withshoring And Struting If Required As Per Required Gradient And Line Including Safetyprovisions Using Site Rails And Stacking Excavated Stuff Including Up To All Required Lead Cleaning The Site Etc. Complete For All Lifts And Strata As Specified. ( A ) In All Sortsof Soil And Soft Murrum 1.5 Mt To 3.0 Mt ( B ) In Hard Murrum 1.5 Mt To 3.0 Mt 4 Lowring, Laying And Jointing Pvc Pipes And Specials Of Following Class And Diameter Including Cost Of Conveyance Form Stores To Site Of Works Including Cost Of Labour, Materials, Except Cement Solvent, Giving Satisfactory Hydraulic Tesinting As Per Isi Code. ( Only Labour Work ) ( 1 ) 63 Mm ( 2 ) 75 Mm ( 3 ) 90 Mm ( 4 ) 110 Mm ( 5 ) 125 Mm ( 6 ) 140 Mm ( 7 ) 160 Mm ( 8 ) 180 Mm ( 9 ) 200 Mm ( 10 ) 225 Mm ( 11 ) 250 Mm ( 12 ) 280 Mm ( 13 ) 315 Mm 5 Refilling The Pipeline Trenches Incl. Ramming, Watering, Consolidating Desposal Of Surplus Stuff As Directed Within A Radius Of 3 Km. 6 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm. In Depth Consolidation Each Deposited Layer By Ramming And Watering.7 Filling In Plinth With Sand Under Floors Including Watering, Ramming, Consolidating And Dressing Etc. Completed Pg-37 8 Filling In Foundation And Plinth With Murrum Or Selected Soil In Layer Of 20 Cm Thickness Including Watering Ramming And Consolidating Etc. Complete. 9 Earthwork Embankment Including Breaking Clods , Dressing With All Lead & Lift ( Excluding Watering & Consoldition ) ( A ) From Borrow Pits Within Land Width ( B ) From Borrow Area Within 0.5 Km.Lead ( C ) From Borrow Area Within 1.0 Km.Lead ( D ) From Borrow Area Within 2.0 Km.Lead ( E ) From Borrow Area Within 3 .0 Km.Lead 10 Box Cutting The Road Surface To Proper Slope And Camber For Making A Base For Road Work Including Removing The Excavated Stuff And Depositing On The Road Side Slope As Directed Upto 50Mt.Lead. 11 Add Extra Over Item 10 For Coveying And Utilishing The Stuff In Bank From End Of Cutting With All Required Lead And Lift. ( A ) Above 200 Meters Upto 300 Meters. ( B ) Above 300 Meters Upto 400 Meters. ( C ) Above 400 Meters Upto 500 Meters. 12 Providing & Laying Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Crushed Stone Aggregates 40 Mm Nominal Size ) And Curing Complete Excluding Cost Of Form Work In ( A ) Foundation And Plinth 13 Providing And Laying Cement Concrete 1:4:8 ( 1- Cement : 4- Coarse Sand : 8- Hb Stone Aggregates 40 Mm. Nominal Size ) And Curing Complete Excluding Cost Of From Work In : ( A ) Foundation And Plinth. 14 Providing And Laying Cement Concrete 1:3:6 ( 1 Cement : 3Coarse Sand :6 Crushed Stone Aggregates 20 Mm Nominal Size ) And Curing Etc Complete Including Cost Of Formwork In: ( A ) Wall Caps / Copings. ( A ) Wall Caps And Copping15 Provdg. & Laying Cement Concrete 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Hand Broken Stone Aggregates 40 Mm Nominal Size ) And Curing Complete Excluding Cost Of Form Work In ( A ) Foundation And Plinth 16 Provdg. & Laying Brick Bats Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Brick Bats ) And Curing Complete Excluding Cost Of Form Work In ( A ) Foundation And Plinth 17 Providing And Laying Cement Concrete 1:4:8 ( 1- Cement : 4- Coarse Sand : 8- Graded Brick Bats Aggregate 40Mm Normal Size ) And Curing Complete Excluding Cost Of Formwork In ( A ) Foundation And Plinth ( Upto 10 Ton ) ( A ) Foundation And Plinth 18 Provdg. & Laying Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregates 20 Mm Nominal Size ) And Curing Complete Excluding Cost Of Form Work In ( A ) Foundation And Plinth ( B ) Indeependant Piers, Columns And Pillars Upto Floor Two Level. ( Upto 10 Ton ) 19 Providing Tmt Bar Fe 500D Reinfprcement For R.C.C Work Including Bending, Binding And Placing In Position Comp. Upto Floor Two Level. 20 Providing And Laying Cement Concrete 1:2: 4 ( 1 Cement : 2 Coarse Sand :4 Crushed Stone Aggregates 20 Mm Nominal Size ) And Curing Etc Complete Including Cost Of Formwork In: ( A ) Wall Caps / Copings. Providing And Laying Cement Concrete 1:3:6 ( 1- Cement : 3- Coarse Sand : 6- Crushed Stone Aggregates 20 Mm Nominal Size ) And Curing Complete Including Cost Of Formwork In ( A ) Wall Caps / Coping ( A ) Wall Caps And Copping 21 Providing Tmt Bar Fe 415 Reinfprcement For R.C.C Work Including Bending, Binding And Placing In Position Comp. Upto Floor Two Level. 22 Providing And Placing In Position Fe 415 Tmt Bar Reinforcement Including, Cutting, Bending Hooking And Tying Complete As Per Detalied Drawings. ( A ) Solid Slab. 23 Extra For Additional Life Of Concrete For All R.C.C. Work Above Floor Two Level Excluding Coast Of Reinforcement. 24 Extra For Additional Lift Of Reinforcing Steel For All R.C.C. Work Above Floor Two Level. 25 Provdg. & Laying Controlled Cement Concrete M.150 And Curing Complete Excluding Cost Of Form Work And Reinforcement For Rcc Work In26 Providing And Laying Controlled Cement Concrete M-200 And Curing Complete, Excluding The Cost Of Form Work And Reinforcement For Reinforced Concrete Work In: ( A ) Foundations, Footings, Base Of Columns, And Mass Concrete. ( B ) Walls From Top Of Foundations / Level Up To Floor Two Level. ( C ) Slabs, Landing Shelves, Balconies, Lintels, Beams, Girders, And Cantilever, Up To Floor Two Level. ( D ) Columns, Pillars, Posts, And Struts, Up To Floor Two Level. ( E ) Staircase Excluding Landing Upto Floor Two Level. ( F ) Vertical And Horizontal Fins Up To Floor Two Level. 27 Provdg. & Laying Ordinary Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With Curing Etc.Complete Including The Cost Of Form Work But Excluding The Cost Of Reinforcement For R.C.C. Work ( I ) Slabs Up To 8 Cms Thickness ( Ii ) Slabs More Than 8 Cms And Up To 10 Cm. Thickness ( Iii ) Slabs More Than 10 Cms And Up To 13 Cm. Thickness. ( Iv ) Slabs More Than 13 Cms And Up To 15 Cm. Thickness. 28 Provdg. & Laying Ordinary Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregates 20 Mm Nominal Size ) For R.C.C. Linted Including Finishing Smooth With Curing Etc.Complete Including The Cost Of Form Work But Excluding The Cost Of Reinforcement For R.C.C. Work 29 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1-Cement 2-Coarse Sand : 4-Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With, Curing Etc.Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforcement For R.C.C Work In ( A ) Beams : ( I ) Having Cross Sectional Area 0.05 To 0.08 Sq. Mt. ( Ii ) Having Cross Sectional Area More Than 0.08 Sq. Mt. Up To 0.12 Sq. Mt. ( Iii ) Having Cross Sectional Area More Than 0.12 Sq. Mt. And Up To 0.18 Sq. Mt. ( B ) Columns: ( I ) Having Cross Sectional Area 0.05 To 0.08 Sq. Mt. ( Ii ) Having Cross Sectional Area More Than 0.08 Sq. Mt. Up To 0.12 Sq. Mt. ( Iii ) Having Cross Sectional Area More Than 0.12 Sq. Mt. And Up To 0.18 Sq. Mt. 30 Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg / Sq. Cm. In Foundations And Plinth In Cement Mortar 1:5 ( 1 Cement : 5 Fine Sand ) ( A ) Modular ( B ) Conventional 31 Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg / Sq. Cm. In Super Structure In Cement Mortar 1:5 ( 1 Cement : 5 Fine Sand ) ( A ) Modular ( B ) Conventional 32 Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg / Sq. Cm. In Super Structure Above Floor Two Level In Cement Mortar 1:6 ( 1 Cement : 6 Fine Sand ) ( A ) Modular ( B ) Conventional 33 Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg / Sq. Cm. In Foundations And Plinth In Cement Mortar 1:6 ( 1 Cement : 6 Fine Sand ) ( A ) Modular ( B ) Conventional 34 ( I ) Half Brick Masonry In Common Brunt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg / Sq.Cm In Cement Mortar 1:4 ( 1- Cement : 4- Coarse Sand ) In Super Stucture ( B ) Conventional 35 ( I ) Uncoursed Rubble Masonry With Hard Stone Of Approved Quality In Foundations And Plinth In Cement Mortar 1:6 ( 1-Cement :6-Coarse Sand Including Levelling Up.Etc.Complete. Etc

INR 2400 /-

INR 25000.0 /-

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