Tender For Repair / Replacement Of Corroded Gi / Di Pipe Line In The Area Under Ge ( N ) Ahmednagar.; 1 Excavation In Trenches N Exc 1.5 M Wide And N Exc 1.5 M In Depth And N Exc 10 Sq M On Plan And Getting Out In Soft / Loose Soilall Asdirected. 2 All As Per Serial Item No 1 Above But In Hard / Dense Soil 3 Returning, Filling In Excavated Material ( Soil ) Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25 Cmall As Directed. 4 Removing Excavated Material To A Distance N Exc 50 Mand Depositing Where Directed At A Level N Exc 1.5 M Above The Starting Pointalldirected. 5 Taking Up Or Down Gi Steel Tubing And Connectionsfrom Trenches / Walls / Floors Etc Cleaning For Re-Fixing For Followingpipe Of Dia Complete All As Specified And As Directed. ( A ) 80Mm Bore 6 ( B ) 50Mm Bore 7 ( C ) 40Mm Bore 8 ( D ) 25Mm Bore 9 ( E ) 20Mm Bore 10 Supply And Fix Gi Pipes, Medium Gradeincluding Necessary Fittings Such As Sockets, Elbows, Tees, Reducers, Unions, Nipples Etclaid Intrenches / Walls / Floors Etc For Followingpipe Of Diacomplete All A S Specified And As Directed. ( A ) 80Mm Bore 11 ( B ) 50Mm Bore 12 ( C ) 40Mm Bore 13 ( D ) 25Mm Bore 14 ( E ) 20Mm Bore 15 Supply And Fix Gun Metal Gate Valve / Brass Stop Valve, High Pressure Both Ends Screwed Down With Crunch Or Butterfly Handle With Suitable Size Sockets On Both Ends Nipples, Unions, Etc Suitable For Followinggi Pipe Of Dia Complete All Asspecified And As Directed. ( A ) 25Mm 16 ( B ) 20Mm 17 ( C ) 15Mm 18 Taking Up Cast Iron / Ductile Iron / Rcc / Pvc Pipe Water Mains With Spigot And Socket Ends Havinglead / Tyton Joints Including All Fittingsandburning Out Joints, Removing Lead For Followingpipes Of Diacomplete All As Specified And As Directed. ( A ) 100 Mm Bore 19 ( B ) 150 Mm Bore 20 ( C ) 200 Mm Bore 21 Supply And Laying Ductile Iron Pipes With Spigot And Socket Ends Centrifugally K-7 , In Any Length, Laid In Trenches For Followingpipes Of Diacomplete All As Specified Andas Directed. Note:Tyton Joints Required Are Deemed To Be Included In The Unit Rate Quoted. ( A ) 100 Mm Bore 22 ( B ) 150 Mm Bore 23 ( C ) 200 Mm Bore 24 Material And Labour For Cast Iron / Ductile Iron Specials Such Bends Of Any Type, Radius And Angle, Tapers Any Type, Straight, Bend, Increasing, Decreasing Or Double Socket Etc, Tail Pices Single Branch, Y Junctions, Double Branch, Cross ( All Sockets Or Socket And Spigot ) Collars, Caps And Plugs Etc Suitable For Ci / Di Pipes Class Laupto 300 Mm More Pipes Complete All As Specified And As Directed. 25 Supply And Fixingin Repairs Mechanical Joints, Non Extendable Type With Rings, Nuts , Bolts & Washers Etc For Following Bore Ci / Dipipes Complete All As Specified And As Directed. ( A ) 100 Mm Bore 26 ( B ) 150 Mm Bore 27 ( C ) 200 Mm Bore 28 Supply And Fix In Repairs Cast Iron Sluice Valve , Class Pn1, Isi Marked With Stainless Steel Spindle, Both Ends Flanged Including Rubber Gasket, Nuts, Bolts And Washers Complete All As Specified And As Directed For Following Pipes Of Dia. ( A ) 100 Mm Bore 29 ( B ) 150 Mm Bore 30 ( C ) 200 Mm Bore 31 Dismantaling Old Valve Chamber & M & L For Construction Of Pcc Solid Block Valve Chamber Including Earth Work Described As Under Complete All As Specifiedfor The Following Internal Sizeas Under : ( A ) 100 Mm Thick Hard Core, ( B ) Pcc Foundation 1:4:8 Type D2 ( Using 40 Mm Graded Stone Aggergate ) ( C ) 200 Mm Thick Block Masonary Graded C-5 Built In Cm 1:6, ( D ) 15 Mm Internal And External Plaster In Cm 1:4, ( E ) 3Mm Thick Ms Sheet Chamber Cover And 50 X 50 X 5 Mm Thick Angle Iron Frame Including Painting With Two Coats Of Synthetic Enamel Paint Over One Coat Of Red Oxide Primer On All Exposed Surface Including Locking Arrangments. ( A ) Internal Dimension 1500 Mm X 1200 Mm X 1000 Mm 32 Drilling And Tapping Cast Iron / Ductile Ironwater Mains, In Position, For Branch Connections Of The Internal Dia 20 To 50 Mmall As Directed. 33 M &L For Cement Concrete In Foundations, Of Type B2 1:2:440Mm Stone Aggregate In Filling And Mass Concrete For Disturbed Surface On Roads Complete All As Specified And Directed By Engr-In-Charge. 34 Supply And Fixing Of Reinforced Concrete Pipes Of Dia 150Mm , Class Np2, Laid And Jointed Complete With Collars Including With Cemented Joints Testing And All As Directed By Engr-In-Charge. 35 Note For Item Nos 01 To 34 :- ( I ) The Contractor / His Supervisor Will Report The Office On 09.00 Clock Morning Every Day Including Any Holidays To Collect The Complaints From Je And Will Render The Completion Within 12 Hours Failingwhich500 Rupees Per Day Will Be Charged As An Penalty & The Same Will Be Recovered From Contractor. ( Ii ) . The Contractor And His Supervisor Willprovide The Mobile Number So That They Can Be Communicated About The Complaints, The Sms Will Be Sent On Those Mobile And Will Be Treated As An Official Complaints. The Contractor Willrender The Completion In Writing To The Department Within 12 Hours Hours Failingwhich500 Rupees Per Day Charged As Penalty.
