Jal Jeevan Mission (Jjm)-Jjm Thalakkulathur Grama Panchayath-Charging, Gap Closing, Leak Rectification,Culvert Crossing,Relaying Of Existing Jica Lines, Boring Point Alterations In Mathilakam, Parambath, Andikode, Edakkara - Pavandoor Pwd Road-Pipeline Wo, thalakulathur-Kerala

Jal Jeevan Mission ( Jjm ) -Jjm Thalakkulathur Grama Panchayath-Charging, Gap Closing, Leak Rectification, Culvert Crossing, Relaying Of Existing Jica Lines, Boring Point Alterations In Mathilakam, Parambath, Andikode, Edakkara - Pavandoor Pwd Road-Pipeline Work- 1 Pipeline Works 2 Od263773 / 2023-2024:Supply Of 250Mm Pvc Pipe 6Kg / Cm2 3 100.98.215:Supply Of Pvc Pipe, 6Kg / Cm2, 140Mm Dia. 4 100.98.212:Supply Of Pvc Pipe, 6Kg / Cm2, 75Mm Dia. 5 100.98.462:Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 250Mm. 6 100.98.461:Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 200Mm. 7 100.98.459:Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 125Mm. 8 100.98.457:Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 80Mm. 9 15.43.2: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:Bituminous Road 10 15.2.1:Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 11 100.99.35:Dismantling 250 Mm Pvc Pipe ( Rate 50% Of 100 9.14 - Laying Charge ) 12 100.1.1: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. 13 100.1.2:Excavating Trenches Of Required Width For Pipes, Cables, Etc., Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Exceeding 1.5M But Not Exceeding 3M, 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. 14 100.1.5: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. 15 100.1.6:Excavating Trenches Of Required Width For Pipes, Cables, Etc., Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Exceeding 1.5M But Not Exceeding 3M, 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 Ordinary Rock. 16 2.20.1:Open Timbering In Trenches Including Strutting And Shoring Complete ( Measurements To Be Taken Of The Face Area Timbered ) :Depth Not Exceeding 1.5 M 17 2.20.2:Open Timbering In Trenches Including Strutting And Shoring Complete ( Measurements To Be Taken Of The Face Area Timbered ) :Depth Exceeding 1.5 M But Not Exceeding 3 M 18 100.8.1: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. 19 100.7.1:Bailing Out Water With 5Hp Engine And Pump Set Including Conveyance To The Site, Erecting, Dismantling And Taking Back Of Engine And Pump, Cost Of Fuel Lubricating Oil And Other Stores Pay Of Staff Etc., Complete. 20 100.31.2.6: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 ) : 250Mm Diameter, Class Ii. 21 100.31.2.5: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 ) : 200Mm Diameter, Class Ii. 22 100.31.2.3: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 Ii. 23 100.31.2.1: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 Ii. 24 100.9.7: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 ) : 75 Mm Nominal Outside Diameter Pipes. 25 100.9.10: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. 26 100.9.14: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 ) : 250 Mm Nominal Outside Diameter Pipes. 27 18.12.7:Providing And Fixing G.I. Pipes Complete With G.I Fittings Including Trenching And Refilling Etc. External Work65 Mm Dia Nominal Bore 28 Od264045 / 2023-2024:Providing 90Mm Cir Joint 29 Od264046 / 2023-2024:Providing 110Mm Cir Joint 30 Od264047 / 2023-2024:Providing 140Mm Cir Joint 31 Od264048 / 2023-2024:Providing 160Mm Cir Joint 32 Od264031 / 2023-2024:Providing 200Mm Cir Joint 33 Od264049 / 2023-2024:Providing 250Mm Cir Joint 34 100.47.1.5:Leak Rectification Work In 75Mm Upvc ( Class 2 To 6 ) Pipeline Including Detecting And Locating Leak, Earthwork Excavation In All Kinds Of Soil For Exposing Leak Portion Of The Pipe Including Tar Cutting / Concrete Cutting, Cutting The Pipe Diametrically Perpendicular To The Axis Of Pipeline Without Causing Any Damages To The Remaining Portion, Dismantling And Lifting The Pipe From Trenches, Smoothening The Cut Ends, Conveying The New Pipe To The Site, Cutting And Lowering New Pipe Into The Trenches, Placing In Position, Aligning The Pipe To Line And Level And Jointing The New Pipe With The Existing Pipe With Solvent Cement Or Any Available Joint And Testing The Pipeline By Operating The Valves Concerned, And Rectifying The Defects If Noticed And Without Causing Any Damages To The Existing Utilities And Refilling The Trenches Using Excavated Earth In Layers Not Exceeding 20Cm Depth Including Consolidating Each Layers By Ramming, Watering, Charges For Removing Surplus Soil From Work Site, Including Hire For Tools And Plant, Conveyance Of Tools And Materials, Bailing Out Water, Providing Caution Boards, Lighting, Watching, Ribbon Fencing, Traffic Controlling Etc., Complete As Per The Direction Of Departmental Officers Including The Cost Of Pipe And Upvc Specials; Upvc Pipes And Specials Shall Be Of Good Quality And Conforming To Relevant Standards: All Socketed Jointing. 35 100.47.2.1:Leak Rectification Work In 90Mm Upvc ( Class 2 To 6 ) Pipeline Including Detecting And Locating Leak, Earth Work Excavation In All Kinds Of Soil For Exposing Leak Portion Of The Pipe Including Tar Cutting / Concrete Cutting, Cutting The Pipe Diametrically Perpendicular To The Axis Of Pipeline Without Causing Any Damages To The Balance Portion, Dismantling And Lifting The Pipe From Trenches, Smoothening The Cut Ends, Conveying The New Pipe, Cutting And Lowering New Pipe Into The Trenches, Placing In Position, Aligning The Pipe To Line And Level And Jointing The New Pipe With The Existing Pipe With Solvent Cement Or Repairable Joint And Testing The Pipeline By Operating The Valves Concerned, And Rectifying The Defects If Noticed And Refilling The Trenches In Layers Not Exceeding 20Cm Depth Including Consolidating Each Layers By Ramming, Watering, Charges For Removing Surplus Soil From Work Site, Without Causing Any Damages To The Existing Utilities, Including Hire For Tools And Plant, Conveyance Of Tools And Materials, Bailing Out Water, Providing Caution Boards, Lighting, Ribbon Fencing, Watching, Traffic Control Etc., Complete As Per The Direction Of Departmental Officers, Including The Cost Of Pipe & Specials But Excluding The Cost Of C.I.R. Joints; Upvc Pipes And Specials Shall Be Of Good Quality And Conforming To Relevant Standards: Socket & C.I.R. Jointing. 36 100.47.2.2:Leak Rectification Work In 110Mm Upvc ( Class 2 To 6 ) Pipeline Including Detecting And Locating Leak, Earth Work Excavation In All Kinds Of Soil For Exposing Leak Portion Of The Pipe Including Tar Cutting / Concrete Cutting, Cutting The Pipe Diametrically Perpendicular To The Axis Of Pipeline Without Causing Any Damages To The Balance Portion, Dismantling And Lifting The Pipe From Trenches, Smoothening The Cut Ends, Conveying The New Pipe, Cutting And Lowering New Pipe Into The Trenches, Placing In Position, Aligning The Pipe To Line And Level And Jointing The New Pipe With The Existing Pipe With Solvent Cement Or Repairable Joint And Testing The Pipeline By Operating The Valves Concerned, And Rectifying The Defects If Noticed And Refilling The Trenches In Layers Not Exceeding 20Cm Depth Including Consolidating Each Layers By Ramming, Watering, Charges For Removing Surplus Soil From Work Site, Without Causing Any Damages To The Existing Utilities, Including Hire For Tools And Plant, Conveyance Of Tools And Materials, Bailing Out Water, Providing Caution Boards, Lighting, Ribbon Fencing, Watching, Traffic Control Etc., Complete As Per The Direction Of Departmental Officers, Including The Cost Of Pipe & Specials But Excluding The Cost Of C.I.R. Joints; Upvc Pipes And Specials Shall Be Of Good Quality And Conforming To Relevant Standards: Socket & C.I.R. Jointing. 37 100.47.2.3:Leak Rectification Work In 140Mm Upvc ( Class 2 To 6 ) Pipeline Including Detecting And Locating Leak, Earth Work Excavation In All Kinds Of Soil For Exposing Leak Portion Of The Pipe Including Tar Cutting / Concrete Cutting, Cutting The Pipe Diametrically Perpendicular To The Axis Of Pipeline Without Causing Any Damages To The Balance Portion, Dismantling And Lifting The Pipe From Trenches, Smoothening The Cut Ends, Conveying The New Pipe, Cutting And Lowering New Pipe Into The Trenches, Placing In Position, Aligning The Pipe To Line And Level And Jointing The New Pipe With The Existing Pipe With Solvent Cement Or Repairable Joint And Testing The Pipeline By Operating The Valves Concerned, And Rectifying The Defects If Noticed And Refilling The Trenches In Layers Not Exceeding 20Cm Depth Including Consolidating Each Layers By Ramming, Watering, Charges For Removing Surplus Soil From Work Site, Without Causing Any Damages To The Existing Utilities, Including Hire For Tools And Plant, Conveyance Of Tools And Materials, Bailing Out Water, Providing Caution Boards, Lighting, Ribbon Fencing, Watching, Traffic Control Etc., Complete As Per The Direction Of Departmental Officers, Including The Cost Of Pipe & Specials But Excluding The Cost Of C.I.R. Joints; Upvc Pipes And Specials Shall Be Of Good Quality And Conforming To Relevant Standards: Socket & C.I.R. Jointing. 38 100.47.2.4:Leak Rectification Work In 160Mm Upvc ( Class 2 To 6 ) Pipeline Including Detecting And Locating Leak, Earth Work Excavation In All Kinds Of Soil For Exposing Leak Portion Of The Pipe Including Tar Cutting / Concrete Cutting, Cutting The Pipe Diametrically Perpendicular To The Axis Of Pipeline Without Causing Any Damages To The Balance Portion, Dismantling And Lifting The Pipe From Trenches, Smoothening The Cut Ends, Conveying The New Pipe, Cutting And Lowering New Pipe Into The Trenches, Placing In Position, Aligning The Pipe To Line And Level And Jointing The New Pipe With The Existing Pipe With Solvent Cement Or Repairable Joint And Testing The Pipeline By Operating The Valves Concerned, And Rectifying The Defects If Noticed And Refilling The Trenches In Layers Not Exceeding 20Cm Depth Including Consolidating Each Layers By Ramming, Watering, Charges For Removing Surplus Soil From Work Site, Without Causing Any Damages To The Existing Utilities, Including Hire For Tools And Plant, Conveyance Of Tools And Materials, Bailing Out Water, Providing Caution Boards, Lighting, Ribbon Fencing, Watching, Traffic Control Etc., Complete As Per The Direction Of Departmental Officers, Including The Cost Of Pipe & Specials But Excluding The Cost Of C.I.R. Joints; Upvc Pipes And Specials Shall Be Of Good Quality And Conforming To Relevant Standards: Socket & C.I.R. Jointing. 39 100.47.2.6:Leak Rectification Work In 200Mm Upvc ( Class 2 To 6 ) Pipeline Including Detecting And Locating Leak, Earth Work Excavation In All Kinds Of Soil For Exposing Leak Portion Of The Pipe Including Tar Cutting / Concrete Cutting, Cutting The Pipe Diametrically Perpendicular To The Axis Of Pipeline Without Causing Any Damages To The Balance Portion, Dismantling And Lifting The Pipe From Trenches, Smoothening The Cut Ends, Conveying The New Pipe, Cutting And Lowering New Pipe Into The Trenches, Placing In Position, Aligning The Pipe To Line And Level And Jointing The New Pipe With The Existing Pipe With Solvent Cement Or Repairable Joint And Testing The Pipeline By Operating The Valves Concerned, And Rectifying The Defects If Noticed And Refilling The Trenches In Layers Not Exceeding 20Cm Depth Including Consolidating Each Layers By Ramming, Watering, Charges For Removing Surplus Soil From Work Site, Without Causing Any Damages To The Existing Utilities, Including Hire For Tools And Plant, Conveyance Of Tools And Materials, Bailing Out Water, Providing Caution Boards, Lighting, Ribbon Fencing, Watching, Traffic Control Etc., Complete As Per The Direction Of Departmental Officers, Including The Cost Of Pipe & Specials But Excluding The Cost Of C.I.R. Joints; Upvc Pipes And Specials Shall Be Of Good Quality And Conforming To Relevant Standards: Socket & C.I.R. Jointing. 40 100.47.2.7:Leak Rectification Work In 250Mm Upvc ( Class 2 To 6 ) Pipeline Including Detecting And Locating Leak, Earth Work Excavation In All Kinds Of Soil For Exposing Leak Portion Of The Pipe Including Tar Cutting / Concrete Cutting, Cutting The Pipe Diametrically Perpendicular To The Axis Of Pipeline Without Causing Any Damages To The Balance Portion, Dismantling And Lifting The Pipe From Trenches, Smoothening The Cut Ends, Conveying The New Pipe, Cutting And Lowering New Pipe Into The Trenches, Placing In Position, Aligning The Pipe To Line And Level And Jointing The New Pipe With The Existing Pipe With Solvent Cement Or Repairable Joint And Testing The Pipeline By Operating The Valves Concerned, And Rectifying The Defects If Noticed And Refilling The Trenches In Layers Not Exceeding 20Cm Depth Including Consolidating Each Layers By Ramming, Watering, Charges For Removing Surplus Soil From Work Site, Without Causing Any Damages To The Existing Utilities, Including Hire For Tools And Plant, Conveyance Of Tools And Materials, Bailing Out Water, Providing Caution Boards, Lighting, Ribbon Fencing, Watching, Traffic Control Etc., Complete As Per The Direction Of Departmental Officers, Including The Cost Of Pipe & Specials But Excluding The Cost Of C.I.R. Joints; Upvc Pipes And Specials Shall Be Of Good Quality And Conforming To Relevant Standards: Socket & C.I.R. Jointing. 41 Od264085 / 2023-2024:Hire Charges For Generator 2.5Kva For Cutting And Grinding Pipe / Fittings Including Labour, Oil Charge Of Generator 42 Od264233 / 2023-2024:Alteration Of Connection To The Proposed Pvc Line From The Replacing Line 43 Od264339 / 2023-2024:Making Connection From 75 / 90 / 110 / 140 Mm Dia Pvc Pipe Line To The Proposed Line By Cutting And Providing Suitable Size Pvc Tee, The Charges Including All Provisions For Bt Cutting, Earth Work Excavation In All Classes Of Soil, Bailing Out Water, Fencing, Labour For Controlling, Traffic And Valves, , Providing And Filling Quarry Muck In The Trenches Etc. Complete 44 Od264340 / 2023-2024:Making Connection From 160 / 180 Mm Dia Pvc Pipe Line To The Proposed Line By Cutting And Providing Suitable Size Pvc Tee, The Charges Including All Provisions For Bt Cutting, Earth Work Excavation In All Classes Of Soil, Bailing Out Water, Fencing, Labour For Controlling, Traffic And Valves, , Providing And Filling Quarry Muck In The Trenches Etc. Complete 45 100.98.1009:Engaging Fitter ( Grade 1 ) . 46 100.98.1008:Engaging Coolie. 47 Road Restoration 48 4.1.A.1:Granular Sub-Base With Well Graded Material ( Table 400.1 ) <Br> ( A ) By Mix In Place Method <Br> Construction 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. <Br> ( I ) For Grading I Material

INR 2800 /-

INR 43853.0 /-

Refer document

Work Name:Jal Jeevan Mission (JJM)-JJM THALAKKULATHUR GRAMA PANCHAYATH-Charging, Gap closing, Leak Rectification,Culvert crossing,Relaying of existing JICA lines, Boring point alterations in Mathilakam, Parambath, Andikode, Edakkara - Pavandoor PWD road-Pipeline Work

Sl. No.	Item Description
1	pipeline works
2	OD263773/2023-2024:Supply of 250mm PVC Pipe 6Kg/cm2
3	100.98.215:Supply of PVC Pipe, 6kg/cm2, 140mm Dia.
4	100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia.
5	100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
6	100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
7	100.98.459:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm.
8	100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
9	15.43.2: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:Bituminous road
10	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
11	100.99.35:Dismantling 250 mm PVC pipe (Rate 50% of 100 9.14 - laying charge)
12	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.
13	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.
14	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.
15	100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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 Ordinary Rock.
16	2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m
17	2.20.2:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth exceeding 1.5 m but not exceeding 3 m
18	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.
19	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
20	100.31.2.6: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): 250mm diameter, Class II.
21	100.31.2.5: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): 200mm diameter, Class II.
22	100.31.2.3: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 II.
23	100.31.2.1: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 II.
24	100.9.7: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): 75 mm nominal outside diameter pipes.
25	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.
26	100.9.14: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): 250 mm nominal outside diameter pipes.
27	18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
28	OD264045/2023-2024:Providing 90mm CIR Joint
29	OD264046/2023-2024:Providing 110mm CIR Joint
30	OD264047/2023-2024:Providing 140mm CIR Joint
31	OD264048/2023-2024:Providing 160mm CIR Joint
32	OD264031/2023-2024:Providing 200mm CIR Joint
33	OD264049/2023-2024:Providing 250mm CIR Joint
34	100.47.1.5:Leak rectification work in 75mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.
35	100.47.2.1:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.
36	100.47.2.2:Leak rectification work in 110mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.
37	100.47.2.3:Leak rectification work in 140mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.
38	100.47.2.4:Leak rectification work in 160mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.
39	100.47.2.6:Leak rectification work in 200mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.
40	100.47.2.7:Leak rectification work in 250mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.
41	OD264085/2023-2024:Hire charges for Generator 2.5KVA for cutting and grinding pipe/ fittings including labour, oil charge of generator
42	OD264233/2023-2024:Alteration of connection to the proposed PVC line from the replacing line
43	OD264339/2023-2024:Making connection from 75/90/110/140 mm dia PVC pipe line to the proposed line by cutting and providing suitable size PVC tee, the charges including all provisions for BT cutting, earth work excavation in all classes of soil, bailing out water, fencing, labour for controlling, traffic and valves,, providing and filling quarry muck in the trenches etc. complete
44	OD264340/2023-2024:Making connection from 160/180 mm dia PVC pipe line to the proposed line by cutting and providing suitable size PVC tee, the charges including all provisions for BT cutting, earth work excavation in all classes of soil, bailing out water, fencing, labour for controlling, traffic and valves,, providing and filling quarry muck in the trenches etc. complete
45	100.98.1009:Engaging Fitter ( grade 1).
46	100.98.1008:Engaging Coolie.
47	Road restoration
48	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction 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. <br> (i) For Grading I Material