Tender For Complete Works Of Nagar Nigam Shahjahanpur Water Supply Scheme Remaining Area In Zone 1A District Shajahanpur Under Deposite Work- 1 Build Phase Civil Works ( Sl. No 01 To 26 ) 2 Rising Main 3 Excavation Of Earth In Ordinary Soil ( Loam, Clay Or Sand ) To Give 1 Mt. Cover From Top Of The Pipe Including Lift Upto 1.5 Mt. And Lead Upto 50 Mt. From Centre Of Trenches And Refilling Of Earth In 20 Cm. Layers With Watering And Raimming Etc. Complete 4 Supply Of Following Sizes Pipes ( D.I. K-7 / 9 ) For Rising Main Conforming To Latest Relevent To I.S.83329 / 2000 Specification With All Jointing Materials Such As C.I. S / S Or D.F. Specials Conforming To Latest / Relevant I.S. Specification, Suitable For D.I. Pipes, As Per Is-1239 / 2000 And Is 8329 / 2000 Or Their Latest Amendment Including F.O.R. Destination And All Taxes And Insurance Etc. With Loading, Unloading And Carting Up To Site Of Work, Also Including Specials For These Pipes And Lowering Them Into The Trenches And Laying True To Alignment And Gradient And Jointing Etc. Complete ( Including Testing Of Pipe Lines And Cutting Of Pipes For Making Up The Length But Excluding The Cost Of Trenches ) . All Complete. As Per Instructions Of Engineer-In-Charge. All Pipes Should Be Supplied From The Firm Enlisted By Material Manager Up Jal Nigam Lucknow And Should Be Proper Inspection, Testing, Certification & Marking By M / S Crown Agents India Pvt. Ltd. New Delhi. 5 From Tubewell To Oht 200Mm Dia 6 From Tubewell To Oht 250Mm Dia 7 Construction Of Following Type Chambers As Per Department Type Design And Drawing Including Supply Of Heavy Duty M.S. Manhole Cover And All Materials, Labour T&P Etc Complete For Proper Completion Of Work As Per The Specification Laid Down In The Bid Document 8 Sluice Valve Chamber Masonary Type 9 Dismantling Of Bitumen Surface Including Sorting Out And Stacking Of Serviceable Materials And Disposal Of Unserviceable Materials Upto A Distance Of 50M Required For Proper Completion Of The Work As Per Instruction Of Engineer-In-Charge. 10 Reinstatement Of Bitumen Road Surface With Old And New Mateials Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work As Per Instruction Of Engineer-In-Charge. 11 Distribution System 12 Supply Of Following Sizes Pipes For Distribution System Conforming To Latest Relevent To I.S. 4984:1995 Specification With All Jointing Materials And Specials Conforming To Latest / Relevant I.S. Specification Including F.O.R. Destination And All Taxes And Insurance Etc. With Loading, Unloading And Carting Up To Site Of Work, Also Including Specials For These Pipes And Lowering Them Into The Trenches And Laying True To Alignment And Gradient And Jointing Etc. Complete ( Including Sectional Pressure Testing Of Pipes Lines And Cutting Of Pipes For Making Up The Length But Excluding The Cost Of Trenches ) . All Complete. As Per Instructions Of Engineer-In-Charge. All Pipes Should Be Supplied From The Firm Enlisted By Material Manager Up Jal Nigam Lucknow And Should Be Proper Inspection, Testing, Certification & Marking By M / S Crown Agents India Pvt. Ltd. New Delhi. 13 90Mm Dia H.D.P.E.6Kg / Cm2 14 110Mm Dia H.D.P.E.6Kg / Cm3 15 140Mm Dia H.D.P.E.6Kg / Cm2 16 200Mm Dia Ac Pipe Class 15 17 Excavation Of Earth In Ordinary Soil ( Loam, Clay Or Sand ) To Give 1 Mt. Cover From Top Of The Pipe Including Lift Upto 1.5 Mt. And Lead Upto 50 Mt. From Centre Of Trenches And Refilling Of Earth In 20 Cm. Layers With Watering And Raimming Etc. Complete. 18 Supply And Carting Up To Site Of Work Of The Following Dia C.I. / D.I.Butterfly / Sluice Valves, Class I Working Pressure 10Kg / Cm2 Confirming To Is: 780 / 1984 Or Latest Amendments, F.O.R. Destination, And Lowering Them Into The Already Prepared Trenches, Fixing In Position And Jointing Them With Pipeline And Testing Etc. Complete And Also Including Supply Of Jointing Materials Etc. Including All Taxes And Insurance 19 Sluice Valve 80 Mm Dia 20 Sluice Valve 125 Mm Dia 21 Sluice Valve 200 Mm Dia 22 Sluice Valve 250Mm Dia 23 Supply Of Underground Sluice Valve Type Fire Hydrant Consisting Of 80Mm Dia Sluice Valve, 100Mm Dia Tail Pieces, 100Mm Dia Duck Foot Bend And 80Mm Dia Standard Makes Iron Coupling With Cap And Etc. Complete Conforming To Latest / Relevent I.S. Specifications Including All Taxes And Insurance Up To Site Of Work And Lowering Them Into The Trenches, Fixing In Position And Jointing Them With Pipeline And Testing Etc. Complete ( Including Supply Of Jointing Materials Etc Complete. ) As Per Instructions Of Engineer-In-Charge. 24 Construction Of Following Type Chambers As Per Department Type Design And Drawing Including Supply Of Heavy Duty M.S. Manhole Cover And All Materials, Labour T&P Etc Complete For Proper Completion Of Work As Per The Specification Laid Down In The Bid Document 25 Sluice Valve / Scour Valve Chamber Masonary Type For Distribution Main 26 Sluice Valve / Scour Valve Chamber Surface Box Type For Distribution Main 27 Fire Hydrant Chamber For Distribution Main 28 Dismantling Of Following Type Of Surface Including Sorting Out And Stacking Of Serviceable Materials And Disposal Of Unserviceable Materials Upto A Distance Of 50M Required For Proper Completion Of The Work As Per Instruction Of Engineer-In-Charge. 29 Tiles Road 30 Bituminous Road 31 C.C. Road 32 Reinstatement Of The Following Type Of Road Surface With Old And New Mateials Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work As Per Instruction Of Engineer-In-Charge. 33 Laying Of Tiles Road ( With New Tiles Upto 40% Quantity ) As Per According To Pwd Specification Of The Respective Roads And Proper Compaction. 34 Laying Of Bituminous Road Providing Grannlar Sub-Base, Wbm, Dense Bituminous Macadam And Bituminous Concrete Course In Desired Thickness Along With Primer, Tack Coat And Seal Coat ( Thickness May Be Taken According To Pwd Specifications Of The Respective Roads ) And Proper Compaction 35 Laying Of C.C. Road With Concrete Of 1:2:4 ( 1 Cement: 2 Coarse Sand: 20 Mm Stone Aggregate ) 10 Cm Thickness May Be Taken According To Pwd Specification Of The Respective Roads With 7.5 Cm Thickness Base Concrete 1:4:8 ( 1 Cement: 4 Coarse Sand: 40 Mm Brick Ballst ) And Proper Compaction 36 Supply Of All Material Like Hdpe / Gi Pipe ( Use Of Combination Ofboth Pipes As Per Drawing Provided By Engineer-In-Charge ) 15 Mm. Dia, Specials & Fittings Such As Brass Ferrule, Clamp, Service Saddle, Brass Bib Cock, 20Mm Ftc, Mtc Etc. Complete As Per Relevant I.S. Specifications For Making House Connection Including Excavation, Dismantling And Reinstatement Of Road, Cutting Of Hdpe / Gi Pipe Etc. Complete In All Respect. 37 90 To 110 Mm Pipe Line 38 Construction Of Pump House ( As Per Type Design & As Per Instruction Of Engineer-In- Charge ) Including Supply Of Labour Material T&P Etc Complete 39 By Pass Chamber 40 Construction Of Boundary Wall ( As Per Type Design & As Per Instruction Of Engineer-In- Charge ) 41 Supply And Fixing Of 3.6M X 1.50M Ms Gate Including Construction Of Rcc Pillars Of Size 1.35M X 0.23M X 0.23M With Ornamental Brick Work 115Mm Thick Around Rcc With Constuct Gate Pillars 1.2M Wicket Gate, As Per Departmental Type Design And Drawing And As Per Specifications Laid Down In The Bid Document, Including Supply Of All Material, Labour, Varnishing, Painting , T&P Etc. Required For Proper Completion Of Work, Asper Instructions Of Engineer-In-Charge. 42 Supply And Fixing Of 1.2 M X 1.50M Ms Wicket Gate Including Construction Of Rcc Pillars Of Size 1.35M X 0.23M X 0.23M With Ornamental Brick Work 115Mm Thick Around Rcc With Constuct Gate Pillars 1.2M Wicket Gate, As Per Departmental Type Design And Drawing And As Per Specifications Laid Down In The Bid Document, Including Supply Of All Material, Labour, Varnishing, Painting , T&P Etc. Required For Proper Completion Of Work, Asper Instructions Of Engineer-In-Charge.
