Vazhoor Panchayath- Kottayam District - Phase I - Package 2 - Supplying And Laying Di / Pvc / Gi Distribution Network From Challoli Glsr Along Nh 183 ( From 14Th Mile-Kodungoor-19Th Mile ) And Providing Fhtcs In Vazhoor Panchayath ( Phase –Ii, vazhoor-Kerala

Vazhoor Panchayath- Kottayam District - Phase I - Package 2 - Supplying And Laying Di / Pvc / Gi Distribution Network From Challoli Glsr Along Nh 183 ( From 14Th Mile-Kodungoor-19Th Mile ) And Providing Fhtcs In Vazhoor Panchayath ( Phase –Ii Zone - Iii ) Including Road Restoration After Pipe Laying - 2 Supply Of Upvc Pipe, Is 4985:2000 , 10Kg / Cm2, 90Mm Dia. 3 Supply Of Upvc Pipe, Is 4985:2000 , 8Kg / Cm2, 90Mm Dia. 4 Supply Of Pvc Pipe, 12.5Kg / Cm2, 90Mm Dia. 5 Supply Of Upvc Pipe, Is 4985:2000 , 10Kg / Cm2, 110Mm Dia. 6 Supply Of Upvc Pipe, Is 4985:2000 , 8Kg / Cm2, 110Mm Dia. 7 Supply Of Pvc Pipe, 12.5Kg / Cm2, 110Mm Dia. 8 Supplying 140Mm Pvc Pipe 12.5Kg / Sq.Cm 9 Supply Of Upvc Pipe, Is 4985:2000 , 8Kg / Cm2, 160Mm Dia. 10 Supply Of Upvc Pipe, Is 4985:2000 , 10Kg / Cm2, 160Mm Dia. 11 Cost Of Pvc Specials ( Bends, Tee, Coupler, Tailpiece, End Caps Etc ) 3% Cost Of Pipe. 12 Cost Of Gi-Specials.5% Cost Of Pipe.Specials Such As Bends , Tee, Coupling , End Caps Etc. 13 Supplying 50Mm Gipipe-Medium 14 80Mm Gi Pipe-Medium 15 125 Mm Gi Pipe-Medium 16 100 Mm Gi Pipe Medium 17 150 Mm Gi Pipe-Medium 18 Supply Of Di K9 Pipe Conforming To Is 8329 / 2000, 200Mm Dia. 19 Providing And Laying Double Flanged ( Screwed / Welded ) Centrifugally ( Spun ) Ductile Iron Pipes Of Class K - 9 Conforming To Is: 8329 : 20 Fabricating Ms Pipes Of Size 200Mm ( Id ) Using 8 Mm Thick Ms Plate Including Cost And Conveyance Charges Of Ms Plate, All Fabrication Charges, Charges Of Painting Thesteel Work With Two Or More Coat Deluxe Multi Surface Paint To Give An Even Shade Over An Under Coat Of Primer Etc. Complete: For Pipes Fabricated With 8Mm Thick Ms Plates. 21 Fabricating Ms Flanges Of Diameter 200 Mmusing 12 Mm Thick Ms Plateincluding Cost And Conveyance Charges Of Ms Plate, All Fabrication Charges, Charges Of Painting Thesteel Work With Two Or More Coat Deluxe Multi Surface Paint To Give An Even Shade Over An Under Coat Of Primer Etc. Complete: For Pipes Fabricated With 8Mm Thick Ms Plates. 22 Supply Of Pe Pipe, Pe100, Pn8, 110Mm Dia, Conforming To Is 4984 / 2016 23 Supply Of Pe Pipe, Pe100, Pn10, 110Mm Dia, Conforming To Is 4984 / 2016. 24 Supply Of Pe Pipe, Pe100, Pn8, 140Mm Dia, Conforming To Is 4984 / 2016 25 Supply Of Pe Pipe, Pe100, Pn12.5, 140Mm Dia, Conforming To Is 4984 / 2016. 26 Supply Of Pe Pipe, Pe100, Pn8, 90Mm Dia, Conforming To Is 4984 / 2016. 27 Supply Of Pe Pipe, Pe100, Pn10, 90Mm Dia, Conforming To Is 4984 / 2016. 28 Supply Of Pe Pipe, Pe100, Pn12.5, 90Mm Dia, Conforming To Is 4984 / 2016. 29 Supply Of Pe Pipe, Pe100, Pn10, 160Mm Dia, Conforming To Is 4984 / 2016. 30 Supply Of Pe Pipe, Pe100, Pn12.5, 160Mm Dia, Conforming To Is 4984 / 2016. 31 Cost Of Pe-Specials.2% Cost Of Pipe.Specials Such As Bends , Tee, Coupling , End Caps Etc. 32 Providing And Laying D.I Specials Of Class K - 12 Suitable For Push - On Jointing As Per Is : 9523 : 33 Providing And Laying D.I Specials Of Class K - 12 Suitable For Mechanical Jointing As Per Is : 9523 : 34 Supply Of Ci Air Valve, Conforming To Is 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25Mm. 35 Supply Of Ci Air Valve, Conforming To Is 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40Mm. 36 Supply Of Ci Air Valve, Conforming To Is 14848 - 2000, Double Orifice Type Ds2, Size 50Mm. 37 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) :25 Mm Nominal Bore 38 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) :40 Mm Nominal Bore 39 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) :50 Mm Nominal Bore 40 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 80Mm. 41 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 100Mm. 42 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 125Mm. 43 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 150Mm. 44 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 200Mm. 45 Phase -Ii Zoneiii - Working Charges 46 Cutting The Bituminous / Concrete Roads With Cutting Machine For A Minimum Depth Of 200Mm Along The Sides Of Proposed Alignment Of The Pipe To Be Laid Without Causing Any Damage To Other Utilities, Including The Charges For Hire And Conveyance Of Tools And Plant, Cost Of Consumables And Charges For Lighting, Watching, Ribbon Fencing, Caution Boards, Traffice Diversion, And As Per The Direction Of Departmental Officers Etc. Complete, Before Carrying Out The Demolition Of Bituminous / Concrete Road By Mechanical Means And Carrying Out The Excavation. 47 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm 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 : All Kinds Of Soil ( Ref. Item No. 2.10.1 Of Dsr ) 48 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm 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 : Ordinary Rock. ( Ref. Item No. 2.13.1 Of Dsr ) 49 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm 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 : Medium Rock ( Blasting Prohibited ) New Data Derived From Dar 50 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm 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 : Hardrock ( Blasting Prohibited ) ( Ref. Item No. 2.13.3 0F Dsr ) 51 Fencing One Side Of Trenches, 1.50 M Height With Two Rows Of 10 Cm Plastic Caution Tape In Vertical Casuarina Pole ( Girth 15Cm To 24Cm ) Fixed At 2 M Intervals. ( Data Prepared Based On Pwd Sdb - Item No.1009 ) 52 Fencing 1.50M High With Two Rows Ofcasuarina Poles ( Girth 15Cm To 24Cm ) Tied With Coir Yarn On Verticalcasuarina Pole ( Girth 15Cm To 24Cm ) Fixed At 1.5M Intervals. New Data ( Prepared Based On Pwd Sdb - Item No.1009 53 Phase -Ii Zoneiii - Laying Pvc / Hdpe Pipes And Specials 54 Laying Upvc Pipesof Class 2 To Class 6 Andspecials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Excluding Cost Of Pipes And Specials ) . 90 Mm Nominal Outer Dia Pipes. 55 Laying Upvc Pipesof Class 2 To Class 6 Andspecials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Excluding Cost Of Pipes And Specials ) . 110 Mm Nominal Outer Dia Pipes. 56 Laying Upvc Pipesof Class 2 To Class 6 Andspecials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Excluding Cost Of Pipes And Specials ) . 140 Mm Nominal Outer Dia Pipes. 57 Laying Upvc Pipesof Class 2 To Class 6 Andspecials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Excluding Cost Of Pipes And Specials ) . 160 Mm Nominal Outer Dia Pipes. 58 Laying Hdpe Pipes ( Is : 4984 ) On Land Portion Including Conveying Within Initial Lead And Aligning The Pipes, Electro-Fusion Welding Using Automatic Or Semi Automatic Electrofusion Machines, Testing The Pipe Line Thus Fabricated To Suit The Hydrulic Working Pressure And After Testing , Aligning The Pipeline, Lowering The Pipe In Position Into The Trenches Already Made, Testing The Line To Suitable Pressure With Potable Water Before Back Filling And Leveling The Trenches Including All Labour Charge, Hire For Appliances Etc. Complete But Excluding Cost Of Pipe And Fittings.90 Mm Od Hdpe Pipe 59 Laying Hdpe Pipes ( Is : 4984 ) On Land Portion Including Conveying Within Initial Lead And Aligning The Pipes, Electro-Fusion Welding Using Automatic Or Semi Automatic Electrofusion Machines, Testing The Pipe Line Thus Fabricated To Suit The Hydrulic Working Pressure And After Testing , Aligning The Pipeline, Lowering The Pipe In Position Into The Trenches Already Made, Testing The Line To Suitable Pressure With Potable Water Before Back Filling And Leveling The Trenches Including All Labour Charge, Hire For Appliances Etc. Complete But Excluding Cost Of Pipe And Fittings. 110 Mm Od Hdpe Pipenew Data 60 Laying Hdpe Pipes ( Is : 4984 ) On Land Portion Including Conveying Within Initial Lead And Aligning The Pipes, Electro-Fusion Welding Using Automatic Or Semi Automatic Electrofusion Machines, Testing The Pipe Line Thus Fabricated To Suit The Hydrulic Working Pressure And After Testing , Aligning The Pipeline, Lowering The Pipe In Position Into The Trenches Already Made, Testing The Line To Suitable Pressure With Potable Water Before Back Filling And Leveling The Trenches Including All Labour Charge, Hire For Appliances Etc. Complete But Excluding Cost Of Pipe And Fittings. 140 Mm Od Hdpe Pipe New Data 61 Laying Hdpe Pipes ( Is : 4984 ) On Land Portion Including Conveying Within Initial Lead And Aligning The Pipes, Electro-Fusion Welding Using Automatic Or Semi Automatic Electrofusion Machines, Testing The Pipe Line Thus Fabricated To Suit The Hydrulic Working Pressure And After Testing , Aligning The Pipeline, Lowering The Pipe In Position Into The Trenches Already Made, Testing The Line To Suitable Pressure With Potable Water Before Back Filling And Leveling The Trenches Including All Labour Charge, Hire For Appliances Etc. Complete But Excluding Cost Of Pipe And Fittings. 160 Mm Od Hdpe Pipe New Data 62 Phase -Ii Zoneiii - Laying Gi / Di Pipes 63 Conveying And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. But Excluding Cost Of Pipes And Fittings - External Work. 50 Mm Dia Nominal Bore Observed Data Derivedfrom Item No.18.12.6 Of Dar Data For 10 M 64 Conveying And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. But Excluding Cost Of Pipes And Fittings - External Work. 80 Mm Dia Nominal Bore Data Derivedfrom Item No.18.12.8 Of Dar Data For 10 M 65 Conveying And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. But Excluding Cost Of Pipes And Fittings - External Work. 100 Mm Dia Nominal Bore Observed Data Derived From Item No.18.12 Of Dar 66 Conveying And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. But Excluding Cost Of Pipes And Fittings - External Work. 125 Mm Dia Nominal Bore Observed Data Derivedfrom Item No.18.12 Of Dar 67 Conveying And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. But Excluding Cost Of Pipes And Fittings - External Work. 150 Mm Dia Nominal Ore Observed Data Derivedfrom Item No.18.12 Of Dar 68 Conveying And Laying S&S Centrifugally Cast ( Spun ) / Ductile Iron Pipes Conforming To Is: 8329Excluding Cost Of Pipes And Specials : 200 Mm Dia Ductile Iron Class K-9 Pipes Data Derived From 18.72.17 In Dar 69 Providing Flanged Joints To Double Flanged C.I. / D.I Pipes And Specials, Including Testing Of Joints:200 Mm Diameter Pipe 70 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:200 Mm Dia Pipes 71 Labour For Cutting Di Pipe With Steel Saw. 200 Mm Diameter Di. Pipe 72 Testing 200Mm Di / Ci Pipeline With Potable Water To The Required Test Pressure 200 Mm Dia Observed Data Derived From Item No.1020 Of Phed Data 73 Phase -Ii Zoneiii - Fitting Air Valves And Sluice Valves 74 Conveying And Fixing C I Single Acting Airvalve Of Approved Qualitywith Bolts, Nuts, Rubber Insertions Etc . Excluding The Cost Of Airvalve ( The Tail Pieces If Required Will Be Paid Seperately ) : 25 Mmsingle Acting Air Valve Observed Data Derivedfrom Item No.18.59.Of Dar 75 Conveying And Fixing C I Single Acting Airvalve Of Approved Qualitywith Bolts, Nuts, Rubber Insertions Etc . Excluding The Cost Of Airvalve ( The Tail Pieces If Required Will Be Paid Seperately ) : 40 Mmsingle Acting Air Valve Observed Data Derivedfrom Item No.18.59.Of Dar 76 Conveying And Fixing C I Single Acting Airvalve Of Approved Qualitywith Bolts, Nuts, Rubber Insertions Etc . Excluding The Cost Of Airvalve ( The Tail Pieces If Required Will Be Paid Seperately ) : 50 Mmdouble Acting Air Valve Data Derivedfrom Item No.18.59.1 Of Dar 77 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 80 Mm Diameter. Class I Observed Data Derivedfrom Item No.18.31.Of Dar 78 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 100 Mm Diameter. Class I Data Derivedfrom Item No.18.31.1.1Of Dar 79 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 125 Mm Diameter. Class I Data Derivedfrom Item No.18.31.2.1 Of Dar 80 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 150 Mm Diameter. Class I Data Derivedfrom Item No.18.31.3.1 Of Dar 81 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 200 Mm Diameter. Class I Data Derivedfrom Item No.18.31.4.1 Of Dar 82 Fabricating Ms Flanges Of Diameter 80 Mm Using 12 Mm Thick Ms Plate Including Cost And Conveyance Charges Of Ms Plate, All Fabrication Charges, Charges Of Painting The Steel Work With Two Or More Coat Deluxe Multi Surface Paint To Give An Even Shade Over An Under Coat Of Primer Etc. Complete: For Pipes Fabricated With 8Mm Thick Ms Plates. 83 Fabricating Ms Flanges Of Diameter 100 Mm Using 12 Mm Thick Ms Plateincluding Cost And Conveyance Charges Of Ms Plate, All Fabrication Charges, Charges Of Painting Thesteel Work With Two Or More Coat Deluxe Multi Surface Paint To Give An Even Shade Over An Under Coat Of Primer Etc. Complete: For Pipes Fabricated With 8Mm Thick Ms Plates. 84 Fabricating Ms Flanges Of Diameter 150 Mm Using 12 Mm Thick Ms Plateincluding Cost And Conveyance Charges Of Ms Plate, All Fabrication Charges, Charges Of Painting Thesteel Work With Two Or More Coat Deluxe Multi Surface Paint To Give An Even Shade Over An Under Coat Of Primer Etc. Complete: For Pipes Fabricated With 8Mm Thick Ms Plates. 85 Fabricating Ms Flanges Of Diameter 200 Mmusing 12 Mm Thick Ms Plateincluding Cost And Conveyance Charges Of Ms Plate, All Fabrication Charges, Charges Of Painting Thesteel Work With Two Or More Coat Deluxe Multi Surface Paint To Give An Even Shade Over An Under Coat Of Primer Etc. Complete: For Pipes Fabricated With 8Mm Thick Ms Plates. 86 Providing Flanged Joints To Double Flanged C.I. / D.I Pipes And Specials, Including Testing Of Joints:80 Mm Diameter Pipe 87 Providing Flanged Joints To Double Flanged C.I. / D.I Pipes And Specials, Including Testing Of Joints:100 Mm Diameter Pipe 88 Providing Flanged Joints To Double Flanged C.I. / D.I Pipes And Specials, Including Testing Of Joints:150 Mm Diameter Pipe 89 Providing Flanged Joints To Double Flanged C.I. / D.I Pipes And Specials, Including Testing Of Joints:200 Mm Diameter Pipe 90 Phase -Ii Zoneiii - Valve Chambers , Restoration Of Panchatat Road, And Anchoring Work 91 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed.All Kinds Of Soil 92 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 : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 93 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level:1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 94 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 95 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 96 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More 97 Phase -Ii Zoneiii - Providing Fhtc 98 Providing 15Mm ( 1 / 2 Inch ) House Connection With 15Mm ( 1 / 2 Inch ) Water Meter From Existing Pvc / Hdpe Mains Up To 110 Mm Dia., Up To A Length Of 5 M Using 20Mm Indian Standard Class 6 Upvc Pipe And Upvc / Gm / Brass Specials Viz. Brass Ferrule, Gm Full Way Wheel Valve, Elbow, Mta, Fta, Couplers, Pvc Service Saddle Of Suitable Size Etc. And Connecting With The Mains, Testing The Joints Etc. Complete Including Trenching And Refilling In All Kinds Of Soil Up To A Depth Of 1.50M For Main Line Tracing And Trench Of Average Cross Section 0.3M X 0.75M For Laying Connection Pipe And Service Pipe, Fixing Water Meter, Lighting, Watching, Providing Caution Boards, Traffic Control Etc. Complete Including Cost Of Materials, Hire For Tools, Cost Of Consumables And Labour Charges, Includingthe Cost Of Tested Class B Multijet Water Meter With Isi Mark And Weather Resistant Pp / Pe Meter Box Of Minimum Size 300Mm X 200Mm X 150Mm, But Excluding Charges For Cutting The Concrete / Tarred / Bituminous Roads Etc, And As Per The Direction Of The Departmental Officers. 99 Providing 15Mm ( 1 / 2 Inch ) House Connection With 15Mm ( 1 / 2 Inch ) Water Meter From Existing Pvc / Hdpe Mains From 140Mm To 200Mm Dia., Up To A Length Of 5 M Using 20Mm Indian Standard Class 6 Upvc Pipe And Upvc / Gm / Brass Specials Viz. Brass Ferrule, Gm Full Way Wheel Valve, Elbow, Mta, Fta, Couplers, Pvc Service Saddle Of Suitable Size Etc. And Connecting With The Mains, Testing The Joints Etc. Complete Including Trenching And Refilling In All Kinds Of Soil Up To A Depth Of 1.50M For Main Line Tracing And Trench Of Average Cross Section 0.3M X 0.75M For Laying Connection Pipe And Service Pipe, Fixing Water Meter, Lighting, Watching, Providing Caution Boards, Traffic Control Etc. Complete Including Cost Of Materials, Hire For Tools, Cost Of Consumables And Labour Charges, Includingthe Cost Of Tested Class B Multijet Water Meter With Isi Mark And Weather Resistant Pp / Pe Meter Box Of Minimum Size 300Mm X 200Mm X 150Mm, But Excluding Charges For Cutting The Concrete / Tarred / Bituminous Roads Etc, And As Per The Direction Of The Departmental Officers. 100 Providing 15Mm ( 1 / 2 Inch ) House Connection With 15Mm ( 1 / 2 Inch ) Water Meter From Existing Ac / Gi Mains Up To 125 Mm Dia., Up To A Length Of 5 M Using 20Mm Indian Standard Class 6 Upvc Pipe And Upvc / Gm / Brass Specials Viz. Brass Ferrule, Gm Full Way Wheel Valve, Elbow, Mta, Fta, Couplers, Gi / Ms / Ss Service Saddle Of Suitable Size Etc. And Connecting With The Mains, Testing The Joints Etc. Complete Including Trenching And Refilling In All Kinds Of Soil Up To A Depth Of 1.50M For Main Line Tracing And Trench Of Average Cross Section 0.3M X 0.75M For Laying Connection Pipe And Service Pipe, Fixing Water Meter, Lighting, Watching, Providing Caution Boards, Traffic Control Etc. Complete Including Cost Of Materials, Hire For Tools, Cost Of Consumables And Labour Charges, Includingthe Cost Of Tested Class B Multijet Water Meter With Isi Mark And Weather Resistant Pp / Pe Meter Box Of Minimum Size 300Mm X 200Mm X 150Mm, But Excluding Charges For Cutting The Concrete / Tarred / Bituminous Roads Etc, And As Per The Direction Of The Departmental Officers. 101 Providing Additional Length Of House Connection Pipe Using20mm Indian Standard Class 6 Upvc Pipe And Specials And Testing The Joints Etc., By Trenching And Refilling In All Kinds Of Soil With Trench Of Average Cross Section 0.3M X 0.75M For Laying Of Connection Pipe And Service Pipe, Lighting, Watching, Providing Caution Boards, Traffic Control Etc., Including Cost Of Materials, Hire For Tools, Cost Of Consumables And Labour Charges Etc. Complete, But Excluding The Cost Of Cutting Of Concrete / Tarred / Bituminous Roads Etc., And As Per The Directions Of The Department Officers. 102 Providing 20Mm ( 1 / 2 Inch ) Pvc Air Valve In The Water Meter Assembly For 15Mm Connection, Using 20Mm Indian Standard Class 6 Upvc Pipes And Specials Including Cost Of Materials, Consumables, Hire For Tools And Labour Charges Etc. Complete And As Per The Directions Of The Department Officers. 103 Providing 15Mm Pvc Tap In The Water Meter Assembly For 15Mm Connection, Using 20Mm Indian Standard Class 6 Upvc Pipes And Specials Including Cost Of Materials, Consumables, Hire Charges For Tools And Labour Charges Etc. Complete And As Per The Direction Of Departmental Officers. 104 Providing Geotagging For Fhtcs 105 Road Restoration After Laying Pipelines On Nh 183 ( 14Th Mile To 19Th Mile ) & Pwd Roads-Bmbc, Cg Roads 106 2.3.2.A Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness In Area Of Light Jungle - By Mechanical Means 107 3.6 Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transporting To The Embankment Location Within All Lifts And Lead Upto 1000M 108 4.1.A.2. Construction Of Granular Sub-Base By Providing Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With A Motor Grader On The Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Clause 401 Grading-Ii - Plant Mix Method 109 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. 110 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. 111 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. 112 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 Bituminous Binder ( Vg 30 ) , Transported To 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 Ll - ( 19Mm Nominal Size ) . 113 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 Bituminous Binder ( Nrmb ) @ 5.4 Per Cent 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 Ll - ( 13.2Mm Nominal Size ) 114 Od15781 / 2020_2021 Null Close Graded Premix Surfacing / Mixed Seal Surfacing :-Case I, Type - A By Manual Means Providing, Laying And Rolling Of Close Graded Premix Surfacing Material Of 20Mm Thickness Composed Of 11.2Mm To .09Mm ( Type:A ) Aggregates Using Penetration Graded Bitumen Using Vg30 To The 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 Smooth Wheeled Roller 8-10 Tonne Capacity, And Finishing To Required Level And Grade. 115 2 Berm Protection 116 3.6 Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transporting To The Embankment Location Within All Lifts And Lead Upto 1000M 117 12.4 Plain Cement Concrete 1:3:6 Nominal Mix In Foundation With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. 118 12.8.A Plain / Reinforced Cement Concrete In Open Foundation Complete As Per Drawing And Technical Specifications Pcc Grade M15 ( Without Formwork ) 119 3.Road Signals & Safety 120 8.35 Providing And Fixing Reflective Road Studs ( Raised Pavement Marker ) Of Category A Made Out Of Asa / Hips / Abs Moulded Body With Shanks And Conforming To Astm D 4280, Strong Enough To Support A Load Of More Than 13.635 T When Tested In Accordance With Astm D 4280, Reflective Panel Confirming To Astm D 788, And Reflectivity Conforming To Clause 804.4. Including Installation, Drilling, Fixing With Adhesive Etc. With 2 Years Warranty For The Road Stud As Well As For In Field Performance As Per Clause 804.7.3 Road Markers / Road Stud With Lense Reflector :- 121 8.15 Supplying And Installation Of Delineator ( Road Way Indicators ) Posts 80- 100Cm High Above Ground Level, Pained Black And White In 15 Cm Wide Strips, Fitted With Min. 80 X 100 Mm Rectangular Or 75 Mm Dia Circular Retro Reflectorised Panels At The Top With Minimum Visibility Of 300M With Provisions To Prevent Edge Lifting And Vandalisam, And Conforming To Clause 806 , Irc-79 And The Drawings Including Fixing To Ground ( The Deleniator Shall Be Of Approved Type As Per Specification ) 122 8.13 Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads On Bituminous Surface @ 250 Gms Per Sqm Area, Thickness Of 2.5 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. 123 Engaging Coolie 124 4.Interlock Tiling Works 125 3.6 Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transporting To The Embankment Location Within All Lifts And Lead Upto 1000M 126 Taking Out Existing Cc Interlocking Paver Blocks From Footpath / Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. 127 4.1.A.2 Construction Of Granular Sub-Base By Providing Graded Material, Mixing In A Mechanical Mix Plant At Omc Carriage Of Mixed Metirial To Work Site Spreading Inuniform Layers With Motor Grader On Prepared Surface, Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401. 128 Laying Old Cement Concrete Interlocking Paver Blocks Of Any Design / Shape Laid In Required Line, Level, Curvature, Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. ( Old Cc Paver Blocks Shall Be Supplied By The Department Free Of Cost. ) 129 55.23- Supplying And Layinginterlocking Tile 80Mm Or Nearest Size Thickness , Minimum Strength M30 Including Providing A Layer Of 6Mm Agregatefor 5Cm Thickness , Then Layinginterlock Cobbles In Lines And Levels As Per The Direction Of The Departmental Officers To Site Inclusive Of All Cost Conveyance Charges Etc Complete.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	27-Jun-2022	Extension1	Date	04-07-2022

INR 15000 /-

INR 500000.0 /-

INR 10.79 Crore /-

JJM- 2020-21 - VAZHOOR PANCHAYATH- KOTTAYAM DISTRICT - Phase I - Package 2 - SUPPLYING AND LAYING DI/PVC/GI DISTRIBUTION NETWORK FROM CHALLOLI GLSR ALONG NH 183 (FROM 14th MILE-KODUNGOOR-19th MILE) AND PROVIDING FHTCs IN VAZHOOR PANCHAYATH (PHASE –II ZONE - III) INCLUDING ROAD RESTORATION AFTER PIPE LAYING

Sl. No.	Item Description
1	Phase -II ZoneIII - Cost of Materials
2	Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 90mm Dia.
3	Supply of uPVC Pipe, IS 4985:2000 , 8kg/cm2, 90mm Dia.
4	Supply of PVC Pipe, 12.5kg/cm2, 90mm Dia.
5	Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 110mm Dia.
6	Supply of uPVC Pipe, IS 4985:2000 , 8kg/cm2, 110mm Dia.
7	Supply of PVC Pipe, 12.5kg/cm2, 110mm Dia.
8	Supplying 140mm PVC pipe 12.5Kg/Sq.cm
9	Supply of uPVC Pipe, IS 4985:2000 , 8kg/cm2, 160mm Dia.
10	Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 160mm Dia.
11	Cost of PVC specials (Bends,Tee,coupler, Tailpiece,end caps etc )3% cost of pipe.
12	cost of GI-Specials.5% cost of pipe.specials such as Bends ,Tee,coupling ,End caps etc.
13	Supplying 50mm GIpipe-medium
14	80mm GI pipe-medium
15	125 mm GI Pipe-medium
16	100 mm GI Pipe medium
17	150 MM GI PIPE-medium
18	Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.
19	Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :
20	Fabricating MS pipes of size 200mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
21	Fabricating MS flanges of diameter 200 mmusing 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
22	Supply of PE Pipe, PE100, PN8, 110mm dia, conforming to IS 4984/2016
23	Supply of PE Pipe, PE100, PN10, 110mm dia, conforming to IS 4984/2016.
24	Supply of PE Pipe, PE100, PN8, 140mm dia, conforming to IS 4984/2016
25	Supply of PE Pipe, PE100, PN12.5, 140mm dia, conforming to IS 4984/2016.
26	Supply of PE Pipe, PE100, PN8, 90mm dia, conforming to IS 4984/2016.
27	Supply of PE Pipe, PE100, PN10, 90mm dia, conforming to IS 4984/2016.
28	Supply of PE Pipe, PE100, PN12.5, 90mm dia, conforming to IS 4984/2016.
29	Supply of PE Pipe, PE100, PN10, 160mm dia, conforming to IS 4984/2016.
30	Supply of PE Pipe, PE100, PN12.5, 160mm dia, conforming to IS 4984/2016.
31	Cost of PE-Specials.2% cost of pipe.specials such as Bends ,Tee,coupling ,End caps etc.
32	Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :
33	Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :
34	Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
35	Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.
36	Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm.
37	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
38	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
39	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
40	Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
41	Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
42	Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm.
43	Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
44	Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
45	Phase -II ZoneIII - WORKING CHARGES
46	Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
47	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : All kinds of soil (Ref. Item No. 2.10.1 of DSR)
48	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :" Ordinary Rock.(Ref. Item No. 2.13.1 of DSR)
49	"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : Medium Rock (blasting prohibited) New Data derived from DAR
50	"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : HardRock(Blasting Prohibited)(Ref. Item No. 2.13.3 0f DSR)
51	Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)
52	Fencing 1.50m high with two rows ofcasuarina poles (girth 15cm to 24cm) tied with coir yarn on verticalcasuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. NEW DATA (Prepared based on PWD SDB - Item No.1009
53	Phase -II ZoneIII - LAYING PVC/ HDPE PIPES AND SPECIALS
54	Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials). 90 mm nominal outer dia pipes."
55	Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials). 110 mm nominal outer dia pipes.
56	Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials). 140 mm nominal outer dia pipes.
57	Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials). 160 mm nominal outer dia pipes.
58	"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings.90 mm OD HDPE pipe"
59	Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes,electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings. 110 mm OD HDPE pipeNEW DATA
60	Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes,electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings. 140 mm OD HDPE pipe NEW DATA
61	Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes,electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings. 160 mm OD HDPE pipe NEW DATA
62	Phase -II ZoneIII - LAYING GI / DI PIPES
63	Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 50 mm dia nominal bore Observed Data derivedfrom item no.18.12.6 of DAR Data for 10 m
64	Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 80 mm dia nominal bore Data derivedfrom item no.18.12.8 of DAR Data for 10 m
65	Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 100 mm dia nominal bore Observed Data derived from item no.18.12 of DAR
66	"Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 125 mm dia nominal bore Observed Data derivedfrom item no.18.12 of DAR
67	Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 150 mm dia nominal ore Observed Data derivedfrom item no.18.12 of DAR
68	Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329excluding cost of pipes and specials : 200 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.17 in DAR
69	Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe
70	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:200 mm dia pipes
71	Labour for cutting DI pipe with steel saw. 200 mm diameter DI. pipe
72	Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA
73	Phase -II ZoneIII - FITTING AIR VALVES AND SLUICE VALVES
74	Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately): 25 mmSingle acting Air Valve Observed Data derivedfrom item no.18.59.of DAR
75	Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately): 40 mmSingle acting Air Valve Observed Data derivedfrom item no.18.59.of DAR
76	Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately): 50 mmDouble acting Air Valve Data derivedfrom item no.18.59.1 of DAR
77	"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 80 mm diameter. Class I" Observed Data derivedfrom item no.18.31.of DAR
78	"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 100 mm diameter. Class I" Data derivedfrom item no.18.31.1.1of DAR
79	"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 125 mm diameter. Class I" Data derivedfrom item no.18.31.2.1 of DAR
80	Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 150 mm diameter. Class I" Data derivedfrom item no.18.31.3.1 of DAR
81	"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 200 mm diameter. Class I" Data derivedfrom item no.18.31.4.1 of DAR
82	Fabricating MS flanges of diameter 80 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
83	Fabricating MS flanges of diameter 100 mm using 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
84	Fabricating MS flanges of diameter 150 mm using 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
85	Fabricating MS flanges of diameter 200 mmusing 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
86	Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:80 mm diameter pipe
87	Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe
88	Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe
89	Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe
90	Phase -II ZoneIII - VALVE CHAMBERS ,RESTORATION OF PANCHATAT ROAD,AND ANCHORING WORK
91	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
92	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 : 4 graded stone aggregate 20 mm nominal size)
93	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
94	Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
95	Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
96	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
97	Phase -II ZoneIII - Providing FHTC
98	Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow,MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter,lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, includingthe cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
99	Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule,GM full way wheel valve, Elbow,MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter,lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, includingthe cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
100	Providing 15mm (1/2 inch) house connection with 15mm(1/2 inch) water meter from existing AC / GI mains up to 125 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow,MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter,lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, includingthe cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
101	Providing additional length of house connection pipe using20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers.
102	Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers.
103	Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
104	Providing Geotagging for FHTCs
105	Road restoration after laying pipelines on NH 183 (14th mile to 19th mile)& PWD roads-BMBC, CG roads
106	2.3.2.A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means
107	3.6 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
108	4.1.A.2. Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
109	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.
110	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.
111	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.
112	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 bituminous binder (VG 30), transported to 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 ll - (19mm nominal size).
113	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 bituminous binder (NRMB) @ 5.4 per cent 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 ll - (13.2mm nominal size)
114	od15781/2020_2021 null Close graded premix surfacing/mixed seal surfacing :-case I, Type - A by manual means Providing, laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to .09mm(Type:A) aggregates using penetration graded bitumen using VG30 to the 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 smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.
115	2 BERM PROTECTION
116	3.6 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
117	12.4 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
118	12.8.A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
119	3.ROAD SIGNALS & SAFETY
120	8.35 Providing and fixing reflective road studs (Raised Pavement Marker) of " category A" made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
121	8.15 Supplying and installation of delineator (Road way indicators) posts 80- 100cm high above ground level, pained black and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorised panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
122	8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 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.
123	Engaging Coolie
124	4.INTERLOCK TILING WORKS
125	3.6 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
126	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
127	4.1.A.2 Construction of granular sub-base by providing graded material,mixing in a mechanical mix plant at OMC carriage of mixed metirial to work site spreading inuniform layers with motor grader on prepared surface, compacting with vibratory roller to achieve the desired density, complete as per clause 401.
128	Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
129	55.23- Supplying and layinginterlocking tile 80mm or nearest size thickness ,minimum strength M30 including providing a layer of 6mm agregatefor 5cm thickness ,then layinginterlock cobbles in lines and levels as per the direction of the departmental officers to site inclusive of all cost conveyance charges etc complete.