Tender For Deposit Deposit Work Pipe Line Extension To Various Roads In Kuthuparamba Muncipality Pipeline Work-2 Od266860 / 2022-2023:Supply Of90mm Pvc Pipe, 10Kg / Cm2, Including Specials. 3 Od266861 / 2022-2023:Supply Of110mm Pvc Pipe, 10Kg / Cm2, .Including Specials 4 Od266862 / 2022-2023:Supply Pvc 140Mmpipe, 10Kg / Cm2, Including Specials 5 Od267592 / 2022-2023:Supply Pvc Pipe 160Mm Dia 10Kg / Cm2, Including Specials 6 100.98.440:Supply Of Ci Air Valve, Conforming To Is 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25Mm. 7 100.98.457:Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 80Mm. 8 100.98.458:Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 100Mm. 9 100.98.459:Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 125Mm. 10 Od266863 / 2022-2023:Supply 100Mm Gi Pipes 11 Od266864 / 2022-2023:Supply 125Mm Gi Pipe 12 Od268526 / 2022-2023:Supply 150Mm Gi Pipes 13 Od266865 / 2022-2023:Cost Of 160Mm Cir Joint 14 Od266866 / 2022-2023:Cost Of 140Mm Cir Joint 15 Od266867 / 2022-2023:Cost Of 110Mm Cir Joint 16 2 Appendix -A- Part-2- Working Charges 17 100.1.1:Excavating Trenches Of Required Width For Pipes, Cables, Etc., Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc., And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50M, In All Kinds Of Soil. 18 100.1.5:Excavating Trenches Of Required Width For Pipes, Cables, Etc., Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc., And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M, In Ordinary Rock. 19 100.2.7:Excavating Trenches Of Required Width For Pipes, Cables, Etc., Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc., And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50M, In Medium Rock Where Blasting Is Prohibited. 20 100.8.1:Fencing One Side Of Trenches, 1.50M Height With Two Rows Of 10Cm Plastic Caution Tape In Vertical Casuarina Pole ( Girth 15Cm To 24Cm ) Fixed At 2M Intervals. 21 100.9.8:Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipeline To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipeline With Water To The Required Test Pressure ( Excluding Cost Of Pipes And Specials ) : 90 Mm Nominal Outside Diameter Pipes. 22 100.9.9:Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipeline To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipeline With Water To The Required Test Pressure ( Excluding Cost Of Pipes And Specials ) : 110 Mm Nominal Outside Diameter Pipes. 23 100.9.10:Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipeline To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipeline With Water To The Required Test Pressure ( Excluding Cost Of Pipes And Specials ) : 140 Mm Nominal Outside Diameter Pipes. 24 100.9.11:Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipeline To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipeline With Water To The Required Test Pressure ( Excluding Cost Of Pipes And Specials ) : 160 Mm Nominal Outside Diameter Pipes. 25 18.12.8:Providing And Fixing G.I. Pipes Complete With G.I Fittings Including Trenching And Refilling Etc. External Work80 Mm Dia Nominal Bore 26 100.12.9:Conveying And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc., But Excluding Cost Of Pipes And Fittings For External Work: 100Mm Diameter Nominal Bore. 27 100.12.10:Conveying And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc., But Excluding Cost Of Pipes And Fittings For External Work: 125Mm Diameter Nominal Bore. 28 100.12.11:Conveying And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc., But Excluding Cost Of Pipes And Fittings For External Work: 150Mm Diameter Nominal Bore. 29 100.31.1.1:Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Bolts, Nuts, Rubber Insertions Etc., Complete, But Excluding The Cost Of The Valve ( Tail Pieces, If Required, Will Be Paid Separately ) : 80Mm Diameter, Class I. 30 100.31.1.2:Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Bolts, Nuts, Rubber Insertions Etc., Complete, But Excluding The Cost Of The Valve ( Tail Pieces, If Required, Will Be Paid Separately ) : 100Mm Diameter, Class I. 31 100.31.1.3:Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Bolts, Nuts, Rubber Insertions Etc., Complete, But Excluding The Cost Of The Valve ( Tail Pieces, If Required, Will Be Paid Separately ) : 125Mm Diameter, Class I. 32 100.32.1:Conveying And Fixing C. I. Single Acting Air Valve Of Approved Quality With Bolts, Nuts, Rubber Insertions Etc., Complete, But Excluding The Cost Of Air Valve ( Tail Pieces, If Required, Will Be Paid Separately ) : 25Mm Single Acting Air Valve. 33 Od266868 / 2022-2023:Providing And Fixing Ci Surface Box For Branch Valves Including Concrete 1:2:4 For Fixing 34 Od266869 / 2022-2023:Providing And Fixing Protection Pipe For Air Valve 35 Od266870 / 2022-2023::Interconnection Of The Newly Laid Pvc Pipe Line With Exisitng Distribution Pipe Lines Of Size<Br>250Mm / 200Mm / 160Mm / 140Mm / 110Mm / 90Mm / 75Mm Including Earthwork Excavation Providing Specials, <Br>Grinding The Cut End Of Pipe, Aligning The Line By Using Specials And Making The Joint Leak Proof Including<Br>All Labour Charges, Material Charges Etc Complete As Per The Site Condition And Direction Of The<Br>Departmental Officers. ( Excluding The Cost Of Specials Used ) 36 Od266871 / 2022-2023::Demolishing Cement Concrete Manually / By Mechanical Means As Per Direction Of Engineer In<Br>Charge:Concrete Road 37 Od266872 / 2022-2023::Dismantling Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer -In-Charge:<Br>Bituminous Road 38 4.1.3:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:2:4 ( Cement : 2 Coarse Sand ( Zone-Iii ) : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 39 16.78.3:Construction Of Granular Sub- Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In- Charge.With Material Conforming To Grade - Iii ( Size Range 26.5 Mm To 0.075 Mm ) Having Cbr Value - 20 40 18.70.6:Providing Push - On-Joints To Centrifugally ( Spun ) Cast Iron Pipes Or Ductile Iron Pipes Including Testing Of Joints And Including The Cost Of Rubber Gasket:350 Mm Dia Pipes 41 18.30.8:Providing Flanged Joints To Double Flanged C.I. / D.I Pipes And Specials, Including Testing Of Joints:350 Mm Diameter Pipe 42 Od269498 / 2022-2023:Cutting 350 Mm Dia Di Pipes. Item Derived From 18.83.8 Of Dar 43 18.68.1:Providing And Laying D.I Specials Of Class K - 12 Suitable For Push - On Jointing As Per Is : 9523 :Upt 600 Mm Dia 44 18.69.1:Providing And Laying D.I Specials Of Class K - 12 Suitable For Mechanical Jointing As Per Is : 9523 :Upto 600 Mm Dia 45 3 Appendix : C :- Road Reformation Work ( Municipality Road ) 46 4.1.A.1:Granular Sub-Base With Well Graded Material ( Table 400.1 ) ( A ) By Mix In Place Methodconstruction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. ( I ) For Grading I Material 47 4.9:Wet Mix Macadamproviding, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mixer ( Pug Mill ) , Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers In Sub-Base / Base Course On A Well Prepared Sub-Base And Compacting With Smooth Wheel Roller Of 80 To 100Kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400.11 & 400.12 And Technical Specification Clause 406.By Mechanical Means With 1 Km Lead 48 5.1.1A:Prime Coat :- Low Porosityproviding And Applying Primer Coat With Bitumen Emulsion ( Ss-1 ) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502 49 5.2.3A:Tack Coat Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-1 ) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. 50 5.9.1.2A:20Mm Thick Open-Graded Premix Carpet Using Bituminous ( Penetration Grade / Modified Bitumen ) Binder - Bitumen S-65Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508.Case - I By Manual Means ( Ii ) Bitumen ( S-65 ) 51 5.12.A.3.2A:Seal Coat - Manual Means - Type C - Bitumen S-65Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510A. By Manual Means :- Case - Iii : Type C ( Ii ) Bitumen ( S-65 ) 52 4 Appendix : D :- Road Reformation Work ( Pwd Road ) 53 4.2.A.1:Construction Of Granular Sub-Base By Providing Graded Material, Spreading In Uniform Layers With A Motor Grader On A Prepared Surface, Mixing By Mix In-Place Method With Rotavator At Omc, And Compacting With A Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401. Grading-Iii -For Lower Sub-Base - Mix In Place Method 54 4.12:Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density. 55 5.1.A:Providing And Applying Primer Coat With Bitumen Emulsion ( Ss ) On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 - 1.0 Kg / Sqm Using Mechanical Means. 56 5.2.B:Providing And Applying Tack Coat With Bitumen Emulsion ( Rs ) Using Emulsion Pressure Distributor At The Rate Of 0.25 - 0.30 Kg Per Sqm On The Prepared Granular Surface Cleaned With Mechanical Broom. 57 5.3.2.A:Providing And Laying Bituminous Macadam With 80-100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With A Bituminous Binder ( Vg 30 ) , Transported To The Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level, And Alignment And Rolled As Per Clauses 501.6 And 501.7 To Achieve The Desired Compaction For Grading Ii - ( 19 Mm Nominal Size ) 58 5.2.A:Providing And Applying Tack Coat With Bitumen Emulsion ( Rs ) Using Emulsion Pressure Distributor At The Rate Of 0.20 - 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. 59 5.6.2.A:Providing And Laying Bituminous Concrete With 80-100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With A Bituminous Binder ( Nrmb ) @ 5.4 Percent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level, And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 507 Complete In All Respects For Grading - Ii ( 13.2 Mm Nominal Size ) 60 Security Deposit For Pwd Road 61 Od269473 / 2022-2023:Security Deposit For Pwd Road
