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Supply And Delivery Of Water Supply Materials And Jointing Of Pipeline Connections In Jammikunta Municipality Under 15Th Fc ( Tied Grant ) -2.7 Cutting C.C.Road Surface Including And Stacking Of Excavated Materials For Pipe Line Trench Work. As Direc, KARIMNAGAR-Telangana

Department Of Municipal Administration-DOMA has published Supply And Delivery Of Water Supply Materials And Jointing Of Pipeline Connections In Jammikunta Municipality Under 15Th Fc ( Tied Grant ) -2.7 Cutting C.C.Road Surface Including And Stacking Of Excavated Materials For Pipe Line Trench Work. As Direc. Submission Date for this Tender is 08-08-2022. Prime Mover Tenders in KARIMNAGAR Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

33328834
Supply And Delivery Of Water Supply Materials And Jointing Of Pipeline Connections In Jammikunta Municipality Under 15Th Fc ( Tied Grant ) -2.7 Cutting C.C.Road Surface Including And Stacking Of Excavated Materials For Pipe Line Trench Work. As Direc
Open Tender
Indian
Telangana
KARIMNAGAR
08-08-2022

Tender Details

Supply And Delivery Of Water Supply Materials And Jointing Of Pipeline Connections In Jammikunta Municipality Under 15Th Fc ( Tied Grant ) -2.7 Cutting C.C.Road Surface Including And Stacking Of Excavated Materials For Pipe Line Trench Work. As Directed By The Departmental Officers. 2.3 Cutting Of B.T Road Surface Including Stacking Of Excavated Materials For Pipe Line Trench Work. 308.87 In Ordinary Soils, By Mechanical Means Earthwork Excavation In All Kinds Of Soil For Pipe Line Trenches As Per Drawings And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material , Dressing Of Sides And Bottom As Per Technical Specification 304 Morth And As Directed By The Departmental Officer Including Protecting The Existing Utility Services Wherever It Is Possible During The Execution And Taking All Precautionary Measures In The Restricted Areas For Laying Sewer / Water Lines Including Divertion Of Traffic And Backfilling In Trenches With Excavated Suitable Material And Disposal Of Remaining Earth Upto A Lead Of 50 M, Including All Incidental And Operational Charges Etc., Complete For Pipe Lines By Mechanicall Means. 23.76 Hard Rock ( Blasting Prohibited ) -Up To 3.00Mts. Below Gl: Excavation In Hard Rock In Habitant Areas Where Conventional Blasting Can Not Be Done For Pipe Line Trenches As Per Drawings And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material , Dressing Of Sides And Bottom As Per Technical Specification 305 Mord / 304 Morth And As Directed By The Departmental Officer Including Protecting The Existing Utility Services Wherever It Is Possible During The Execution And Taking All Precautionary Measures In The Restricted Areas For Laying Sewer / Water Pipe Lines Including Divertion Of Traffic And Disposal Of Rock Upto A Lead Of 50 M, Including All Incidental And Operational Charges Etc., Complete 118.80 Manual Means : Earthwork Excavation For Pipelines In All Types Of Soil As Per Drawing And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth. For Pipelines By Manual Means. 23.76 Manual Means : Earthwork Excavation For Structures In All Types Of Soil As Per Drawing And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth. For Sumps, Thrust Blocks, Chambers And Man Holes Etc. By Manual Means. 216.00 Phe-Bhlw-26 : Barricading, Hoarding, Lighting And Watching Etc., For Water Supply And Sewerage Works For Trenches Of Depths Upto 6’-0” ( 2 Meter ) Below G.L 64.80 Bld-Cstn-2-8 ( 16 ) : Collection , Supply And Filling Of Hbg 2.36 Mm And Below From Approved Quarry To Work Site And Stacking At Work Site To Dept. Gauge For Premeasurements Including Cost And Convenyance Of All Material And All Labour Charges Etc. Complete As Per Standard Specifications. Clause 305.3.9 Mord & 304 Morth 720.00 Manufacture, Supply, & Delivery Of Polyethylene Pipes ( Pe-100 Grade ) For Water Supply Conforming To Is 4984-2016 Including Transportation To Any Where In T.G, But Excluding Gst And Specials Etc., Complete. ( Supply Upto 90 Mm Dia In Coil & Above 90 Mm Dia Stright Length In6 M. ) 110Mm Dia 720.00 Phe-Lcis-1: Laying And Jointing Of Hdpe Pipes In Ready Made Trench By Butt Fusion Welding As Per Is:7634 – Part-Ii / 1975 As Amended From Time To Time To The Alignment And Gradient And Testing The Pipeline To The Required Measure But Excluding Cost And Conveyance Of Pipes From Source Of Supply ( Ref To Specifications. Bis No.3114 / 1994 ) 110Mm Dia 1 Manufacture, Supply, & Delivery Of Hdpe Fittings Conforming To Is 4984 - 1995 Including Transportation To Work Spot, Stacking But Excluding Taxes And Duties.Etc.Complete 1 Bends For 1 110 Mm 1 End Caps For 3 110 Mm 1 Tees For 2 Od 110 Mm 1 Ms Flanges 6 110Mm 14 160Mm 2 200Mm 1 Reducers For 4 Od 140 Mm X 160 Mm 4 Od 110 Mm X 125 Mm 1 Electro Fusion Couplers 4 Ef Coupler D110mm Pe 100Bk 4Pin 1 Manufacture, Supply And Delivery Of Di D / F Gate Valves ( Soft Seated ) Resilient Seated Soft Sealing Gate Valves ( Sluice Valves ) With Body Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Sg- 400 / 15 Or Ggg-50 / Sg-500 / 7 Or Equivalent Grade As Per I.S.3896-Part2-1985 And Subsequent Revisions, Wedge Fully Rubber Lined With Epdm Food Grade Quality And Seals Of Nbr And The Valves Should Be Of Vacuum Tight And 100% Leak Proof With Face To Face Dimensions As Per Bs5163-89 / Is14846-2000 / Din 3202 F 4. All The Valves Should Be With Electrostatic Powder Coating Both Inside And Outside Pocket Less Body Passage. Drilled As Per Is:1538. Including Transportation To The Site For Complete Item Of Work. 100Mm Dia Sluice Valves ( Including Scour Valves ) Di. D / F Sluice Valves Of Pn.10 Class 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Phe-Cisv-15 : Lowering, Keeping In Position And Fixing C.I. Sluice Valves ( With Cap / With Hand Wheel & Reflex Valves ) Excluding Cost Of Bolts, Nuts, Rubber Insertion, Sluice Valve And Tail Pieces 100Mm Dia Sluice Valves ( Including Scour Valves ) 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Phe-Jcif-5-: Jointing Ci Pipes, Fittings And Valves With Flanged Ends Including Cost Of Jointing Materials Such As Bolts, Rubber Insertion, White Lead Including Filling With Water, With Lead Up To 500 Meters And Testing To Required Pressure Complete. ( Reference To Specifications. Bis No.3114 / 1994. ) 100Mm Dia Sluice Valves ( Including Scour Valves ) 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Manufacture As Per Bis:12820 / 2004 With S.B.R. Quality Rubber Conforming To Bis: 5382 / 85, Supply And Delivery Of Rubber Gaskets Suitable For C.I / D.I S / S Pipes Anywhere In T.G. F.O.R. Destination Departmental Stores Including Cost Of Material, Loading, Incidentalhandling With Companies Standard Packing, Transportation, Unloading &Stacking But Excluding Taxes. 20.00 100Mm Dia 18.00 150Mm Dia 26.00 200Mm Dia 2.00 250Mm Dia 1 Manufacture, Supply, & Delivery Of Centrifugally Cast ( Spun ) Ductile Iron Fittings Conforming To Is:9523 / 2000 Having Dimensions As Per Table. The Rates Mentioned Here Under Are For Fittings, Zinc Coated Externally With Inside Mortar Lining ( With Finishing As Per Class 13 / Is 9523 / 2000 ) ( Ex-Works ) Excluding Transportation And Taxes. 1 Di All Socket Tees, 63.00 150X100 Dia 34.00 200X150mm Dia 42.00 250X150mm Dia 48.00 250X200mm 1 All Flange Tee 21.00 150X100 Dia 34.00 200X150mm Dia 42.00 250X150mm Dia 48.00 250X200mm 1.00 Di Flanged Sockets 144.00 100Mm Dia 70.00 150Mm Dia 280.00 200Mm Dia 52.00 250Mm Dia 1.00 Di Mechanical Joints 76.00 100Mm Dia 90.00 150Mm Dia 555.00 200Mm Dia 112.00 250Mm Dia 1.00 Di Reducers, 13.00 150X100mm Dia Di Double Socket Bends 11.00 100Mm Dia ( 90Degrees ) Di All Socket Cross 30.00 200Mm Dia Di End Caps 8.00 100Mm Dia 13.00 150Mm Dia 1 Phe-Lcis-1 : Lowering C.I. / D.I. Pipes ( All Classes ) And Specials ( Fittings ) With S / S Ends Carefully Into Trenches And Laying Them True To Alignment And Gradient Including All Sundries But Excluding Cost And Conveyance Of Pipes From Source Of Supply ( Ref To Specifications. Bis No.3114 / 1994 ) 1 Di All Socket Tees, 36.00 150X100 Dia 12.00 200X150mm Dia 12.00 250X150mm Dia 12.00 250X200mm 1.00 All Flange Tee 12.00 150X100 Dia 12.00 200X150mm Dia 12.00 250X150mm Dia 12.00 250X200mm Di Flanged Sockets 192.00 100Mm Dia 60.00 150Mm Dia 168.00 200Mm Dia 24.00 250Mm Dia Di Mechanical Joints 48.00 100Mm Dia 36.00 150Mm Dia 180.00 200Mm Dia 24.00 250Mm Dia Di Reducers, 12.00 150X100mm Dia Di Double Socket Bends 12.00 100Mm Dia ( 90Degrees ) Di All Socket Cross 12.00 200Mm Dia Di End Caps 12.00 100Mm Dia 12.00 150Mm Dia Phe-Jcir-4 : Jointing C.I., D.I. Pipes And Fittings With Rubber Gasket ( Push-On-Joint ) , Excluding The Cost Of The Gasket But Including All Sundries Filling With Water, With A Water Lead Up To 500M And Testing To Required Pressure, Etc. Complete Reference To Specifications Is 3114 / 1994 / 12888 / 1987 Di All Socket Tees, 18.00 150X100 Dia 2.00 200X150mm Dia 2.00 250X150mm Dia 2.00 250X200mm Di Flanged Sockets 32.00 100Mm Dia 10.00 150Mm Dia 28.00 200Mm Dia 4.00 250Mm Dia Di Double Socket Bends 2.00 100Mm Dia ( 90Degrees ) Phe-Jcif-5 : Jointing Ci Pipes, Fittings And Valves With Flanged Ends Including Cost Of Jointing Materials Such As Bolts, Rubber Insertion, White Lead Including Filling With Water, With Lead Up To 500 Meters And Testing To Required Pressure Complete. ( Reference To Specifications. Bis No.3114 / 1994. ) Di Flanged Sockets 16.00 100Mm Dia 5.00 150Mm Dia 14.00 200Mm Dia 2.00 250Mm Dia Di Mechanical Joints 8.00 100Mm Dia 6.00 150Mm Dia 30.00 200Mm Dia 4.00 250Mm Dia All Flange Tee 2.00 150X100 Dia 2.00 200X150mm Dia 2.00 250X150mm Dia 2.00 250X200mm 0.01 Plain Cement Concrete Nominal Mix ( 1:5:10 ) Prop ( Cement : Fine Aggregate: Coarse Aggregate ) Using 40Mm Size Hard Granite Machine Crushed Metal Including Cost And Conveyance Of All Materials Like Cement, Sand, Coarse Aggregate Water Etc., To Site , Seigniorage Charges On All Materials, Labour Charges , For Mixing , Laying, Concrete , Ramming In 15 Cm Layers, Finishing Top Surface To The Required Level Curing Etc., Complete For Finished Item Of Work.For Foundation And Under Flooring Bed. For Bedding Under Thrust Blocks For Bends 15 Construction Of Valve Chambers With Cement Concrete Vertical Walls And Rcc Slab Fitted With Frc Man Hole Cover And Frame, Etc Including Cost And Conveyance Of All Material, Labour Charges, Curing Etc., Complete As Per Standard Specifications And Standard Drawings.. For 100Mm Dia To 200 Sluice Valves 218.21 Carting Away The Surplus Excavated Material I.E.Earth And Rubble From The Site To A Suitable Distance Of About 5.00 Km Including Loading, Unloading , Conveyance Charges And Dumping The Carted Material At The Contractors Cost, Labour Charges, All Leads & Lifts And Other Incidental And Operational Charges Etc., Complete. 51.3 Rbr-Fndn-1: Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth For Sumps, Thrust Blocks, Chambers And Man Holes Etc, . 7.38 Providing Hbg Stone Chips 2.36Mm And Below For Below Lean Concrete In Foundations As Per Specification And Drawing Including Cost And Conveyance Of Materials To Site With All Leads, Lifts Including Watering, Tamping, Ramming, Labour Charges, All Other Incidental And Operational Charges Etc., Complete As Per Detailed Specification And Directed By The Engineer - In - Charge Below Lean Concrete In Foundations 3.69 Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is : 383, Maximum In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Sholvels, Rakes, Compacted Using Needle And Plate Vibrators And Finished In Continuous Operation Including Provision Of Admixtures As Approved, Curing Of Concrete Slabs For 14- Days, Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 Mord.

Key Value

Document Fees
INR 1 /-
EMD
INR 16713.0 /-
Tender Value
INR 16.71 Lakhs /-
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