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Balance work of JJM Piped Water Supply Scheme under Jal Jeevan Mission at Village 1 NEHTDA 2 UMRI distt. Alirajpur Tender For Item Description , 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 Leveled And Neatly Dressed. All Kind Of Soilusor. Item.No. 16.4 -P.No.207 , 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. Soft Rock With Or Without Blasting Or Bituminous Pavement / Cement Concrete Road In Ordinary Or Soft Rock With Or Without Blasting Or Bituminous Pavement / Cement Concrete Road. Usor.Item.No. 16.6-(A) P.No.208 , Hard Rock Requiring Chiseling / Where Blasting Is Prohibited. Usor. Item.No. 16.6 -P.No.208 (B) , Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 M Lead As Per Direction Of Engineer-In- Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) Usor. Item.No.16.15.1-P.No.209 , Providing & Laying Mechanically Mixed Cement Concrete 20Mm Nominal Size Graded Crushed Stone Excluding Cost Of Centering & Shuttering. 1:2:4 (M-15) . Usor.Item.No. 16.23-P.No.210 , Providing, Laying, Jointing & Field Testing Of Pe Pipes Made From 100% Virgin Material (Earlier Know As High Density Polyethylene Pipes, Pe 100 ) Confirming To Is 4984/14151/ 12786/13488 With Necessary Jointing Material Llike Mechanical Connector Of Jointing Pipes By Heating To The Ends Of Pipes With The Help Of Teflon Coated Electric Mirror/ Heater To The Required Temperature And Then Mechanically Pressing The Ends Together Against Each Other To Form A Monolithic & Leak Proof Joint By Thermosetting Process. It] May Be Required To Be Done With Jack/ Hydraulic Jacks/ Butt Fusion Machine. (50 Mm & Above Fusion Jointed & Below 50Mm Mechanical Iointed) Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.1 -P.No.9 , 90 Mm Dia Hdpe 6 Kg/Cm² , Providing, Laying, Jointing & Field Testing Of Pe Pipes Made From 100% Virgin Material (Earlier Know As High Density Polyethylene Pipes, Pe 100 ) Confirming To Is 4984/14151/ 12786/13488 With Necessary Jointing Material Llike Mechanical Connector Of Jointing Pipes By Heating To The Ends Of Pipes With The Help Of Teflon Coated Electric Mirror/ Heater To The Required Temperature And Then Mechanically Pressing The Ends Together Against Each Other To Form A Monolithic & Leak Proof Joint By Thermosetting Process. It] May Be Required To Be Done With Jack/ Hydraulic Jacks/ Butt Fusion Machine. (50 Mm & Above Fusion Jointed & Below 50Mm Mechanical Iointed) Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.1 -P.No.9 , 110 Mm Dia Hdpe 6 Kg/Cm² , Providing, Laying, Jointing & Field Testing Of Pe Pipes Made From 100% Virgin Material (Earlier Know As High Density Polyethylene Pipes, Pe 100 ) Confirming To Is 4984/14151/ 12786/13488 With Necessary Jointing Material Llike Mechanical Connector Of Jointing Pipes By Heating To The Ends Of Pipes With The Help Of Teflon Coated Electric Mirror/ Heater To The Required Temperature And Then Mechanically Pressing The Ends Together Against Each Other To Form A Monolithic & Leak Proof Joint By Thermosetting Process. It] May Be Required To Be Done With Jack/ Hydraulic Jacks/ Butt Fusion Machine. (50 Mm & Above Fusion Jointed & Below 50Mm Mechanical Iointed) Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.1 -P.No.9 , 160 Mm Dia Hdpe 6 Kg/Cm² , Providing Laying And Jointing Of Following Galvanized Iron (Ms) Pipes With Specials (Such As Bends, Elbows, Tees Etc) Class Light, Medium & Heavy Ncluding Testing Of Joints, Cost Of Pipes, Specials And Jointing Materials All Complete. Pipes And Sockets Conforming To Is-1239/2011 Part- Ii 65Mm Dia Medium Usor.Item.No. 6.1P. No.86-87 , Installation Of Hdpe Pipe By Horizontal Direction Drilling Method Including Preparing And Setting Up The Plant And Equipment, Making String Of New Pipe Material, Installing New Pipe String And Making The System Ready For Commissioning By Hdd Operation Including Drilling, Stringing, Reaming And Pulling Back The New Pipe On The Designed Bore Path Alignment, Proper Disposal Of Drilling Fluid, As Per Code Of Practice For Horizontal Direction Drilling Technique Suiting Indian Conditions. Required Pipes/ Specials And Other Civil Work Shall Be Paid Separately-In All Types Of Soils. (This Item Shall Be Executed Only After Prior Permission Of Superintending Engineer), Hdpe Pipe Of Any Class-90 Mm Outer Dia, Usor 16.3 P-207 , Providing & Fixing Of Following Ductile Iron Double Flanged Sluice Valves As Per I.S.:14846-2000 Fitted With Cap Including Jointing & Testing With Cost Of Jointing Material Such As Bolts, Nuts, Rubber Insertions Etc. All Complete, Class Pn 10, 80Mm Dia, Usor 4.41 P- 71 , Providing & Fixing Of Following Ductile Iron Double Flanged Sluice Valves As Per I.S.:14846-2000 Fitted With Cap Including Jointing & Testing With Cost Of Jointing Material Such As Bolts, Nuts, Rubber Insertions Etc. All Complete, Class Pn 10,100 Mm Dia, Usor 4.41 P- 71 , Providing & Fixing Of Following Ductile Iron Double Flanged Sluice Valves As Per I.S.:14846-2000 Fitted With Cap Including Jointing & Testing With Cost Of Jointing Material Such As Bolts, Nuts, Rubber Insertions Etc. All Complete, Class Pn 10,150 Mm Dia, Usor 4.41 P- 71 , Providing And Laying Including Testing Ductile Iron Double Socket 90° Bends Conforming To Is- 9523/2000 Having Dimension As Per Table 15 Of Is- 9523/2000 In The Following Nominal Diameter/Sizes With External Bitumen Coating And Internal Cement Mortar Lining. 100 Mm Dia, Usor 4.13 P-57 , Providing And Laying Including Testing Ductile Iron Double Socket 45° Bends Conforming To Is- 9523/2000 Having Dimension As Per Table 16 Of Is- 9523/2000 In The Following Nominal Diameter/Sizes With External Bitumen Coating And Internal Cement Mortar Lining 100 Mm Dia, Usor 4.15 P-58 , Providing And Laying Including Testing Ductile Iron Double Socket 22.5° Bends Conforming To Is- 9523/2000 Having Dimension As Per Table 17 Of Is- 9523/2000 In The Following Nominal Diameter/Sizes With External Bitumen Coating And Internal Cement Mortar Lining.100 Mm Dia, Usor 4.17 P-59 , Providing And Laying Including Testing Ductile Iron All Socket Tees Conforming To Is-9523/2000 Having Dimension As Per Table 21 Of Is-9523/2000 In The Following Nominal Diameter/Sizes With External Bitumen Coating And Internal Cement Mortar Lining With Finishing As Per Clause 13 Of Is- 9523/2000 100 Mm X 100 Mm Dia, Usor 4.21 P-61 , Providing & Fixing Following Cast Iron Double Flanged Single Door Reflux (Non Return) Valves Including Jointing & Testing With Cost Of Jointing Material Such As Bolts,Nuts And Rubber Insertion All Complete As Per Is :5312 (Part I) Class Pn 1.0 50 Mm Class Pn1.0 Dia 8.4A P-113 , Providing And Laying Including Testing Bend 90° Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.2 -P.No.9 , 90Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Bend 90° Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.2 -P.No.9 , 110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Bend 45 Confirming To Is Specifications.Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.3 -P.No.10 110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Bend 45 Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.3 -P.No. 10 110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Bend 45 Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.3 -P.No.10 160Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Equal Tee Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.4 -P.No.10 90 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Equal Tee Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.4 -P.No.10 110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Equal Tee Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.4 -P.No.10 160 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Pipe End Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.5 -P.No.10 ,90 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Pipe End Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.5 -P.No.10 ,110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Pipe End Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.5 -P.No.10,160 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Reducer Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.6 -P.No.11 90 X75 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Reducer Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.6 -P.No.11 110 X90 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Reducer Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.6 -P.No.11 160X140 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing End Cap Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.8 -P.No.11 ,90 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing End Cap Confirming To Is Specifications. . Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.8 -P.No.12 , 110 Mm Dia 6 Kg/Sq.Cm , Provision For Jointing Of Tw To Rising Main With Cost Of Material/ Specials Such As Gi Union / Ci Flange, Gi Reducer Upvc Mta Fta Etc. As Per Requiement Of Site I/C Cost Of Labour Etc. Complete As Per Approved Specification And As Directed By Engineer In Charge Usor 17.19 P 228 , Provision For Jointing Of Rising Main To Sump Well/Oht And Oht To Distribution Pipe Line With Cost Of Material/Specials Such As Bends, Mta As Per Rerquirement Of Site I/C Cost Of Labour With Excavation, Labour As Per Requirement Complete As Per Approved Specification And As Directed By Engineer In Charge.Usor 17.20 P-229 , Construction Of Brick Masonry Valve Chamber With 20 Cm Thick Wall In 1:6 C.M. With 12Mm Thick 1:4 Cement Plaster And Base Course 10 Cm. Thick In M-15. Inside Dimensions 90X60x100cm With - Heavy Duty Steel Fibre Reinforced Concrete Chamber Cover With Frame Size 130Cm X 100Cm X 10Cm Including Cost Of Materials, Labour Etc. Complete. Usor 2Nd Amendment Of Issued Vide Order No. 254 Dt 06.08.2020 Item No. 17.46.2 P-7 , Filling Available Excavated Earth In Trenches, Lead Up To 50M And Lift Up To 1.5M In All Kind Of Soil Excluding Watering And Ramming.. Usor.Item.No.16.10 (B)-P.No. 208 , Providing Making And Testing Of Consumer Service Connection (Functional House Hold Tap Connection) From Hdpe Pipe With The Help Of Electro Fusion Machine Including All Labour And Material Such As Electro Fusion Saddle, Brass Insert Flow Control Valve, Double Compression Elbow, Male/Female Threaded Adopter With Metal Insert, Sockets, Mdpe 20Mm Dia/Gl Pipe 15 Mm Dia (Medium Class), Brass Tap With Stainesless Steel Coating Etc. All Complete And All Items/Fittings Shall Be Complying With The Relevant Bis Codes. Rates Also Include Excavation, Cutting Of Road If Required, Refilling The Trenches And Restoration Of Road With Minimum M-20 (1:1.5:3) Grade Cement Concrete Or Equivalent Grade Of Existing Cement Concrete Cutting For Providing Tap Connection (Whichever Is Richer), Pre-Fabricated Cement Concrete Platform In Cement Concrete M-20 Grade Over 75 Mm Thick M-10 (1:3:6) Base And Pre-Fabricated Milestone Shaped Cement Concrete Stand Post As Per Attached Drawing And Specifications. Complete Item., For Connection With 20 Mm Dia Mdpe Pipe Upto 5 Meter And Road Crossing Is Not Required. (Distribution Pipe Line Is On The Same Side Of House) . Usor 8Th Amendment Of Issued Vide Order No. 368 Dt 27.01.2023 Item.No.17.41.3 -P.No. 1 , Providing Making And Testing Of Consumer Service Connection (Functional House Hold Tap Connection) From Hdpe Pipe With The Help Of Electro Fusion Machine Including All Labour And Material Such As Electro Fusion Saddle, Brass Insert Flow Control Valve, Double Compression Elbow, Male/Female Threaded Adopter With Metal Insert, Sockets, Mdpe 20Mm Dia/Gl Pipe 15 Mm Dia (Medium Class), Brass Tap With Stainesless Steel Coating Etc. All Complete And All Items/Fittings Shall Be Complying With The Relevant Bis Codes. Rates Also Include Excavation, Cutting Of Road If Required, Refilling The Trenches And Restoration Of Road With Minimum M-20 (1:1.5:3) Grade Cement Concrete Or Equivalent Grade Of Existing Cement Concrete Cutting For Providing Tap Connection (Whichever Is Richer), Pre-Fabricated Cement Concrete Platform In Cement Concrete M-20 Grade Over 75 Mm Thick M-10 (1:3:6) Base And Pre-Fabricated Milestone Shaped Cement Concrete Stand Post As Per Attached Drawing And Specifications. For Connection With 20 Mm Dia Mdpe Pipe More Than 5 Meter & Upto 10 Meter And Road (Other Than Concrete Road) Crossing Is Necessary. Usor 8Th Amendment Of Issued Vide Order No. 368 Dt 27.01.2023 Item.No.17.41.5 -P.No. 2 , Brick Work With Well Brunt Open Bhatta, Bricks, Crushing Strength Not Less Than 25Kg / Cm2 And Water Absorpt Ion Not More Than 20% In Superstructure Above Plinth Level And Up To Floor Two Level I/C Curing Etc Complete.Cement Mortar 1:6 (1 Cement : 6 Sand) Mppwd Sor Item 6.6.2 Page 109 , 12 Mm Cement Plaster Of Mix :1:6 (1 Cement : 6 Sand) Mppwd Sor Item 13.1.2 Page 397 , Finishing Walls By Any Mechanical Or Manual Means With Acrylic Smooth Exterior Paint (Economy Exterior) Of Required Shade Including All Scaffolding. New Work ( Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including One Coat Undiluted Exterior Waterproofing Coating @ 2.39 Litre/10 Sqm With Crack Bridging Ability Of Upto 0.5 Mm On Horizontal Surfaces With An Elongation Of 150 % And Water Proofing Of Upto 3 Bars On Vertical Surface. Mppwd Sor Item 13.52 Page 405 , Filling Available Excavated Earth (Excluding Hard Rock/Ordinary Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. Mppwd Sor Item 2.24 Page 18 , Supplying & Installation Of Energy Efficient Five Star Bee Rating Isi Marked Required Capacity Of Three Phase, 50 Hz, 415V, Deep-Well Submersible Pump Steel Body, Suitable For 6Tube Well With Clntrol Panel Starter Suitable For Submersible Pump With Dry Run Protection(Auto Cut-Ofl), Single Phase Preventer, Connections ,Including Clamps, Bore Cap, Flat Cable Of Length Equals To Maximum Head Of The Pump Plus 5 Metres Etc. As Required As Per Specifications But Excluding Riser Pipe And Connection Cable. 7.5 H.P. With L5 Stages, Head Mt. 138-60 Discharge Lpm 6O-270 Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 24.20.106 P - 42 , Supplying & Installation Of Energy Efficient Five Star Bee Rating Isi Marked Required Capacity Of Three Phase, 50 Hz, 415V, Deep-Well Submersible Pump Steel Body, Suitable For 6Tube Well With Clntrol Panel Starter Suitable For Submersible Pump With Dry Run Protection(Auto Cut-Ofl), Single Phase Preventer, Connections ,Including Clamps, Bore Cap, Flat Cable Of Length Equals To Maximum Head Of The Pump Plus 5 Metres Etc. As Required As Per Specifications But Excluding Riser Pipe And Connection Cable. 3 H.P. With 20-22 Stages, Head Mt. 167-51 Discharge Lpm 25-90 Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 24.20.105 P - 40 , Providing And Supplying Of Hdpe Pipes In 300/500/600 Mtr Coils Or In Length Grade Pe 100 Confirming To Is 4984 -2016 At Store Or At Site 40 Mm Dia 10 Kg/Sqcm Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item No. 9.15 P-21 , Providing And Jointing Of Following Galvanized Iron (Ms) Pipes Class Medium With Heavy Duty Seamless Sockets For Lowering Of Submersible Pumps Including Testing Of Joints, Cost Of Pipes & Heavy Duty Sockets And Jointing Materials All Complete. Pipes And Sockets Confirming To Is:1239-2011 Part-Ii. 50 Mm Dia Class Medium With Hevay Duty Seamless Sockets ,Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 17.38.1 P-32 , Providing And Fixing G.I Chain Link Fabric Fencing Of Required Width In Mesh Size 25 X 25 Mm Made Of G.I Wire Of Dia. 3 Mm Including Strengthening With 2 Mm Dia. Wire Or Nuts, Bolts And Washer As Required Complete With Posts Of Angle Iron Size 50X50x5mm 2.5 Meter Apart And Strut Of Required Size Including Bottom To Be Split And Band At Right Angle In Opposite Direction For 10 Cm Length And Drilling Holes Upto 10 Mm Dia And Of Standard Design Placed And Embedded In Cement Concrete Blocks 45X45x60cm Of Mix 1:2:4 (1 Cement :2 Sand : 4) Graded Stone Aggregate 40 Mm Nominal Size) Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Struts Embedded In Cement Concrete Blocks 70X45x50cm Of The Same Mix, As Per The Direction Of Engineering Charge. Usor 17.35 P- 3 New Add Item , 11 Kv Line On 140 Kg. 8.0 Mtrs. Long Plain Cement Concrete Poles With Rabbit Conductor Average Span Of 70 Mtr. In Rural Area Including Labour Complete. (Schedule Ref. C-1.2 Of Mpmkvvcl For Sor 2019-20) , 11 Kv D.P. Structures On 140 Kg. 8.0 Mtr. Long Plain Cement Concrete Poles For Tapping Dp Including Labour Complete. (Schedule Ref. C-5.2 Of Mpmkvvcl For Sor 2019-20) , 11 Kv D.P. Structures On 140 Kg. 8.0 Mtr. Long Plain Cement Concrete Poles For Straight Line Including Labour Complete. (Schedule Ref. C-5.1 Of Mpmkvvcl For Sor 2019-20) , L.T. Line 1 Phase 3 Wire On Plain Cement Concrete Support Using Aerail Bunched Xlpe Cable With Maximum Span Of 50 Meter Including Labour Complete. 2 X 35+ 1 X 16 Sq. Mm (Insulated Nuetral Massenger)(Schedule Ref. D-3.2 Of Mpmkvvcl For Sor 2019-20) , 11/0.4 Kv Out-Door Type Transformer Sub-Station. 25 Kva On 140 Kg. 8.0 Meter Long Plain Cement Concrete Pole Including Labour Complete.(Schedule Ref. E-1.1 Of Mpmkvvcl For Sor 2019-20) , Providing And Fixing Of Suitable Rating Isi Marked Wired With Lugs & Sleeves In Place Of Burnt Wiring Of Control Panel.5 Hp - 10 Hp ( Three Phase) Usor.Item.No.24.20.101 -P.No.265 , Labour Only For Taking Out Of Three Phase Submersible Pumping Set From The Tube Well With Pipe Line Assembly, Electrical Cable, Testing Etc. Complete Including Disconnecting The Electrical Cable From Pump & Starter 3 Hp To 7.5 Hp - Depth Up To 150 Mtr. Usor.Item.No.24.18.3 -P.No.258 , Labour Only For Lowering Of Three Phase Submersible Pumping Set In The Tube Well With Pipe Line Assembly,Electrical Cable, Testing Etc. Complete Including Connecting The Electrical Cable From Pump & Starter .3 Hp To 7.5 Hp - Depth Up To 150 Mtr. Usor.Item.No.24.18.4 -P.No.258 , Provision For Rewindidng Of Submerssible Motor Of Any Diameter I/C Cost Of Material, Labour, Transportation Etc. Complete In Case Of Breakdown Maintenance As Per Approved Specification And As Directed By Engineer In Charge. Usor.Item.No.17.25 -P.No.230 , Provision For Repairing Of Starter/ Control Panel I/C Cost Of Material, Labour, Transportation Etc. Complete As Per Approved Specification And As Directed By Engineer In Charge Usor.Item.No.17.27 -P.No.230 , Provision For Inter Connection Of Old To New Pipe Line With Excavation Of Trench As Per Requirement/ Repairing Of Leakage Of Pipe Line Of Any Diameter & Type Of Pipe Line In Muddy Area I/C Searching Of Leakage Point, Dewetering The Trench, Repairing The Leakage Laying & Jointing Of Pipe And Specials, Back Filling The Trench I/C Testing Of Joints Cost Of Labour & Specials Such As Djoints Couplers, Solvent Cement Etc. Complete Job Work As Per Approved Specification And As Directed By Engineer In Charge. Usor.Item.No.17.22 -P.No.222 90Mm Dia , 110Mm Dia Usor.Item.No.17.22 -P.No.222 , Provision For Inter Connection Of Old To New Pipe Line With Excavation Of Trench As Per Requirement Of Any Diameter & Type Of Pipe Line In Muddy Area I/C Dewetering The Trench Laying & Jointing Of Pipe And Specials, Back Filling The Trench I/C Testing Of Joints Cost Of Labour & Specials Such As D-Joints Couplers,Solvent Cement Etc, Complete Job Work As Per Approved Specification And As Directed By Engineer In Charge.Usor.Item.No.17.23 -P.No.229 90/110 Mm Dia , 110/110 Mm Dia Usor.Item.No.17.23 -P.No.229 , 90/90 Mm Dia Usor.Item.No.17.23 -P.No.229 , Provision For Repairing Of Old Existing Ci Sluice Valve I/C Repairing Of Spindle, Check Nut, Changing Of Gland, Lathe Work As Per Requirement, Changing Of Nut Bolt, Rubber Sheet Etc. Complete As Per Approved Specification And As Directed By Engineer In Charge.Usor.Item.No.17.28 -P.No.230
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