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Construction / Retrofiting Of Pws Scheme At Bopardi, Tal. Wai, Dist- Satara- 1 1 ) Strengthening To Exist. Of Supply Well 2 Item No. 1 :- Drilling Horizontal Bore In All Types Of Strata In Well At Suitalbe Positions As Directed Including Fixing In Position And Removing Machinary With Necessary Material And Labour Charges As Directed Etc Complete. 3 A ) For Gaothan Supply Well ( Swajal Dhara ) 4 B ) For Gaothan Supply Well ( Salaka Vihir ) 5 C ) For Gaothan Supply Well ( Dhangarwadi ) 6 2 ) Pumping Machinary @ Gaothan 7 Item No. 1 ) Submersible Pumpsets 100 Mm Dia. Providing Erecting And Giving Test Of 100 Mm Dia Submersibe Pumpsets Confirming To Is 8034 And Motor Confirming To Is9283. Pumpshall Be Suitable For Various Delivary Head And Discharge With Stainless Steel Pump Shaft And Bronze Impeller, Motor Suitable For Working On 415V+Or - 10%, 3 Ph , 50 Hz, A.C. Supply With Cable Guard , Thrust Carbon 1 Fibre Bearing To With Stand Entire Hydraulic Thrust, Waterproof Winding Shall Be Provided. The Pumpset Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Outlet As Per Manufacturers Design. Antithrust Stream Lined Non Return Valve Shall Be Provided With The Pump. Suitabe Suction Stainer Shall Also Be Provided. 3Core, Single 1 Double Run Copper Conductor Submersible Type Flat Cable 3 M And 2 Pairs Of Erection Clamps 65Mm Width 10Mm Thick Shall Be Provided Along With The Pump. Rates Per Pump Upto 15 Stages Are As Below.. 8 20.00 Bhp ( Added 2% Supply Part & 20% Erectoin Part ) 9 Item No 2 ) Providing & Supplying Gi Pipe & Valves In Position For Suction, Delivary For Centrifuagal, Vaccume, And Drop Pipe For Submersible Pump Including Plumbing With Socket And Necessary Material Etc Complete. 10 100 Mm Dia Medium Class Gi Pipe 11 100 Mm Dia Non Return Valves 12 100 Mm Dia C I D F Sluice Valve 13 100 Mm Dia Gi Bend 14 100 Mm Dia Gi Tee 15 Item No.3 ) Iron Work ( Frame Work ) , For Panel Board Or For Other Purpouse Complete With Bending , Cutting , Drilling And Welding Complete Erected At Position With Necessary Material Duly Painted With One Coat Of Red Oxide And Two Coats Of Enamelled Paint To Match The Swichgear Or As Per The Direction Of The Autharity. ( Page54 ) 16 Item No4 ) Panel Fabrication, G.I. Sheet Of Thickness Given Below To Be Used For Fabrication, Of Boxes, Panel Boards, Ere Including Cutting, Bending , Drilling, Welding, Cleaning, Redusting And Painting With One Coat Of Red Lead Paint And Two Coats Of Enamel Paint. 16 Swg ( Page-53 ) 17 Item No 5 ) Supplying And Erecting Triple Iron Clad 1 Metal Clad Switch And Fuse 415 / 500 V Of Suitable Rating As Below Of Approved Make Erected On Angle Iron Frame. 32 Amps 18 63 Amps 19 Item No 6 ) Suppling & Erecting On Angle Frame Triple Pole Iron Clad / Metal Clad Change Over Switch Of Suitable Rating Of 500 V Of Approved….63 Amp 20 Item No 7 ) Providing Erecting & Commissioning Elcb / R Ccb Of Suitable Rating As Below Working On Residential Current 63 Ml Amp. Sensitivly Max 3.00 Ml / Sec Etc. Erected In Provided M.S. Box Etc. Complete 21 Item No 8 ) Supplying & Erecting Self Locking Arrangement With Duplicate Key Duly Erected Flush With Panel Surface Of Clamp Board Etc. Complete 22 Item No 9 ) Providing & Erecting Selector Switch For This Arrangement 23 Item No.10 ) Providing, Supplying And Erecting Ameter A.C. 50Cycles 1 Sec. With 0 To 500 V Range Flush Erected Erected On Provided M.S. Box 24 Item No11 ) Providing & Supplying Erecting Marine Plywood 12 Mm Thick Fixed Etc. Complete 25 Item No.12 ) Providing, Supplying And Erecting Voltmeter A.C. 50Cycles 1 Sec. With 0 To 500 V Range Flush Erected Erected On Provided M.S. Box With Panel Type Fuses And Connected With Nessesory Pvc Wire. 26 144 X 144 27 Item.No 13 ) Capacitor, Supplying And Erecting Bank Of Metalized Polypropylene Capacitors With The Standard Capacities Of 1, 2, 3, 5, 7, 12.5, 15, 20 And 25 Kvar Units Of Power Factor Correction For Operation On 3 Phase, 50 Hz, 400 V+ / - 10% With Externally Discharging Resistances, Earthing Terminals And Built On Angle Iron On Channel Iron Frame Work And Provided With Terminal Cover Box Complete Erected And Tested. 28 Item No 14 ) Supplying And Erecting F.A.S.D. Starter To Operate Squirrel Cage Induction Motor Working On 380- 440 Volt, 3 Phase, 50 Hz With No Volt Coil And Over Load Element With Necessary Material And Connected To Supply, Etc Complete. Starter With Original Sheet Steel Encloser. ( 12.50 Hp To 20 Hp ) 29 Item No. 15 ) Providing, Supplying And Erecting, Plain Copper Conductor, Pvc Insulated Flexible Cable As Per Is 694 / 1990 Of Following Grade Upto 1100 Volts. ( 3 Core16 Sq Mm ) 30 Item No. 16 ) Providing, Supplying And Erecting Galvanised Cast Iron Earth Plate 60 * 60 * 0.6 Cm Burried In Specifically Prepared Earth Pit ( Top Edge Of Plate 1.5M Below Ground Level ) Refilling With 30 Kg Charcol And Salt With Alternate Layers. Necessory Length Of Double G.L.Earth Strip Connected To The Plate With Cadmium Plate G.I. Nut Bolts 12 Mm Dia With Bituminous Compound And Connected To The Nearest Switch Gear With End Socket As Per Direction And Duiy Tested Dv Earth. Tester And Recoring The Result. Supplying And Erecting 19 Mm Dia Vertical G.I.Pipe 1.5 M Long With Funnel And Mesh At Top Is Included Inth Scope Of Work. ( Page 124 ) 31 3 ) Pumping Machinary @ Dhangarwadi 32 Item No. 1 ) Submersible Pumpsets 100 Mm Dia. Providing Erecting And Giving Test Of 100 Mm Dia Submersibe Pumpsets Confirming To Is 8034 And Motor Confirming To Is9283. Pumpshall Be Suitable For Various Delivary Head And Discharge With Stainless Steel Pump Shaft And Bronze Impeller, Motor Suitable For Working On 415V+Or - 10%, 3 Ph , 50 Hz, A.C. Supply With Cable Guard , Thrust Carbon 1 Fibre Bearing To With Stand Entire Hydraulic Thrust, Waterproof Winding Shall Be Provided. The Pumpset Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Outlet As Per Manufacturers Design. Antithrust Stream Lined Non Return Valve Shall Be Provided With The Pump. Suitabe Suction Stainer Shall Also Be Provided. 3Core, Single 1 Double Run Copper Conductor Submersible Type Flat Cable 3 M And 2 Pairs Of Erection Clamps 65Mm Width 10Mm Thick Shall Be Provided Along With The Pump. Rates Per Pump Upto 15 Stages Are As Below.. 33 3.00 Bhp ( Added 2% Supply Part & 20% Erectoin Part ) 34 Item No 2 ) Providing & Supplying Gi Pipe & Valves In Position For Suction, Delivary For Centrifuagal, Vaccume, And Drop Pipe For Submersible Pump Including Plumbing With Socket And Necessary Material Etc Complete. 35 50 Mm Dia Medium Class Gi Pipe 36 50 Mm Dia Non Return Valves 37 50 Mm Dia C I D F Sluice Valve 38 50 Mm Dia Gi Bend 39 50 Mm Dia Gi Tee 40 Item No.3 ) Iron Work ( Frame Work ) , For Panel Board Or For Other Purpouse Complete With Bending , Cutting , Drilling And Welding Complete Erected At Position With Necessary Material Duly Painted With One Coat Of Red Oxide And Two Coats Of Enamelled Paint To Match The Swichgear Or As Per The Direction Of The Autharity. ( Page54 ) 41 Item No4 ) Panel Fabrication, G.I. Sheet Of Thickness Given Below To Be Used For Fabrication, Of Boxes, Panel Boards, Ere Including Cutting, Bending , Drilling, Welding, Cleaning, Redusting And Painting With One Coat Of Red Lead Paint And Two Coats Of Enamel Paint. 16 Swg ( Page-53 ) 42 Item No 5 ) Supplying And Erecting Triple Iron Clad 1 Metal Clad Switch And Fuse 415 / 500 V Of Suitable Rating As Below Of Approved Make Erected On Angle Iron Frame.63 Amps 43 Item No 6 ) Suppling & Erecting On Angle Frame Triple Pole Iron Clad / Metal Clad Change Over Switch Of Suitable Rating Of 500 V Of Approved 63 Amp 44 Item No 7 ) Providing Erecting & Commissioning Elcb / R Ccb Of Suitable Rating As Below Working On Residential Current 63 Ml Amp. Sensitivly Max 3.00 Ml / Sec Etc. Erected In Provided M.S. Box Etc. Complete 63 Amp 45 Item No 8 ) Supplying & Erecting Self Locking Arrangement With Duplicate Key Duly Erected Flush With Panel Surface Of Clamp Board Etc. Complete 46 Item No 9 ) Providing & Erecting Selector Switch For This Arrangement 47 Item No.10 ) Providing, Supplying And Erecting Ameter A.C. 50Cycles 1 Sec. With 0 To 500 V Range Flush Erected Erected On Provided M.S. Box 48 Item No11 ) Providing & Supplying Erecting Marine Plywood 12 Mm Thick Fixed Etc. Complete 49 Item No.12 ) Providing, Supplying And Erecting Voltmeter A.C. 50Cycles 1 Sec. With 0 To 500 V Range Flush Erected Erected On Provided M.S. Box With Panel Type Fuses And Connected With Nessesory Pvc Wire. 50 144 X 144 51 Item.No 13 ) Capacitor, Supplying And Erecting Bank Of Metalized Polypropylene Capacitors With The Standard Capacities Of 1, 2, 3, 5, 7, 12.5, 15, 20 And 25 Kvar Units Of Power Factor Correction For Operation On 3 Phase, 50 Hz, 400 V+ / - 10% With Externally Discharging Resistances, Earthing Terminals And Built On Angle Iron On Channel Iron Frame Work And Provided With Terminal Cover Box Complete Erected And Tested. 52 Item No 14 ) Supplying And Erecting Dol Starter To Operate Squirrel Cage Induction Motor Working On 380- 440 Volt, 3 Phase, 50 Hz With No Volt Coil And Over Load Element With Necessary Material And Connected To Supply, Etc Complete. Starter With Original Sheet Steel Encloser. ( Upto 10.00 Hp ) 53 Item No. 15 ) Providing, Supplying And Erecting, Plain Copper Conductor, Pvc Insulated Flexible Cable As Per Is 694 / 1990 Of Following Grade Upto 1100 Volts. 54 3 Core16 Sq Mm 55 Item No. 16 ) Providing, Supplying And Erecting Galvanised Cast Iron Earth Plate 60 * 60 * 0.6 Cm Burried In Specifically Prepared Earth Pit ( Top Edge Of Plate 1.5M Below Ground Level ) Refilling With 30 Kg Charcol And Salt With Alternate Layers. Necessory Length Of Double G.L.Earth Strip Connected To The Plate With Cadmium Plate G.I. Nut Bolts 12 Mm Dia With Bituminous Compound And Connected To The Nearest Switch Gear With End Socket As Per Direction And Duiy Tested Dv Earth. Tester And Recoring The Result. Supplying And Erecting 19 Mm Dia Vertical G.I.Pipe 1.5 M Long With Funnel And Mesh At Top Is Included Inth Scope Of Work. ( Page 124 ) 56 4 ) Rising Main 57 Item No- 1 ) Excavation For Foundation / Pipe Trenches In Earth, Soils Of All Types, Sand, Gravel And Soft Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below, Stacking And Spreading As Directed, Manual Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M 58 Item No- 2 ) Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Material Upto A Distace Of 50 M And Lifts As Below, Stacking And Spreading As Directed By Engineer-In-Charge, Normal Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M 59 Item No- 3 ) Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond Area And Lifts As Below, Stacking As Directed By Engineer-In-Charges, Normal Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M 60 Item No- 4 ) Excavation For Foundation / Pipe Trenches By Blast In Hard Rock By Control Blasting, Including Trimming And Levelling The Bed By Chiselling Where Necessary And Removing The Excavated Material And Stacking It In Measurable Heaps Within A Distance Of 50 Metres From The Area And Lifts As Below, Normal Dewatering, Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M 61 Item No 5 ) Filling In Plinth And Floors Murum Bedding In Trenches With Approved Murum From Excavated Materials From Foundation 15Cm To 20Cm Layers Including Watering And Compaction Complete. 62 Item No 6 ) Providing And Supplying In Standard Lengths Polyethelene Pipes, Confirming To Is 4984 / 14151 / 12786 / 13488 With Nesessary Jointing Material Like Mechanical Connector I. E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint Excluding Coupler / Specials, Including Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Conveyance To The Departmental Stores & Stacking The Same In Closed Shade Duly Protecting From Sunrays & Rains, Excluding Gst Levied By Gi & Gom In All Respect Etc. Complete.. ( Note - H.D.P.E. Pipes Shall Be As Per Latest Is Specifications Also Hdpe Pipes Upto 110 Mm Dia Shall Be In Coil Form. ) 63 110 Mm Dia Hdpe 8 Kg / Cmsq 64 90 Mm Dia Hdpe 8 Kg / Cmsq 65 125 Mm Dia Hdpe 8 Kg / Cmsq 66 63 Mm Dia Hdpe 6 Kg / Cmsq 67 Item No 7 ) Lowering, Laying And Jointing H. D. P. E. / M. D. P. E. Pipes In Proper Position Including All Specials By Compression Fitting / Electrofusion And Butt Fusion Jointing Procedure As Per Relevent Is Code Complete With All Materials For Jointing Procedure Like Electrofusion Machine, Electric Heater / Butt Fusion Welding Machine With Hydraulic Jack, Top Loading Clamp Etc. And All Labours As Directed By Engineer In Charge As Per Is-7634 Part Ii 68 110 Mm Dia Hdpe 8 Kg / Cmsq 69 90 Mm Dia Hdpe 8 Kg / Cmsq 70 125 Mm Dia Hdpe 8 Kg / Cmsq 71 63 Mm Dia Hdpe 6 Kg / Cmsq 72 Item No 8 ) Hydraulic Testing Of H. D. P. E. / M. D. P. E. Pipe Line To Specified Pressure Including Cost Of All Materials And Labour And Water For Testing For Specified Length Including Cutting, Placing End Cap Making Arrangement For Filling Safe Water Using Reciprocating Type Pumps Which Should Be Able To Provide Specified Test Pressure Gauges And Other Necessary Equipments, Labour, Operation Charges, Etc. Required For Testing. The Rate Under This Item Shall Also Include Cost Of Retesting, If Necessary And Reinstating To Original Position. 73 110 Mm Dia Hdpe 8 Kg / Cmsq 74 90 Mm Dia Hdpe 8 Kg / Cmsq 75 125 Mm Dia Hdpe 8 Kg / Cmsq 76 63 Mm Dia Hdpe 6 Kg / Cmsq 77 Item No 9 ) Providing Isi Mark G.I. Pipe Of Following Class And Dia. Excluding Gst Levied By Goi & Gom In All Respect, Inspection Charges, Transportation To Stores, Etc. Complete As Per Is-1239 / 2004. ( Note : One Coupler Shall Be Provided With Each Full Length Of Pipe Cost Of Which Is Included In Rates Below. ) 78 125 Mm ? Gi B Class 79 50 Mm ? Gi B Class 80 Item No 10 ) Lowering, Laying And Jointing G. I. Pipes And Specials Of Following Class And Diameter Including Conveyance From Stores To Site Of Works, All Labour, Etc. Complete Either Underground Or In Vertical Position, As Directed By Engineer-In-Charge. 81 125 Mm ? Gi B Class 82 50 Mm ? Gi B Class 83 Item No 11 ) Hydraulic Testing Of G. I. Pipe Line To Specified Pressure Including Cost Of All Materials And Labour And Water For Testing For The Length Upto 1Km Using Reciprocating Type Pumps Which Should Be Able To Provide Specified Test Pressure Gauges And Other Necessary Equipments, Labour Operation Charges Etc. Required For Testing, The Rates Under This Item Shall Also Include Cost Of Retesting If Necessary And Reinstating To Original Postion. 84 125 Mm ? Gi B Class 85 50 Mm ? Gi B Class 86 Item No 12 ) Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc. Complete. 87 Item No 13 ) Providing & Supply Of Electro Fusion Fittings In Accordance With Bs En12201: Part-3 Suitable For Drinking Water With In Black / Blue Colour Manufactured From Compounded Pe80 / Pe100 Virgin Polymer And Compatible With Pe80 / Pe100 Pipes, In Pressure Rating Sdr11 With Min Pn12.5 Rated For Water Application And Shall Be Inclusive Of All Cost Such As Testing, Inspection Charges, Transportation Up To Store, Transit Insurance, Loading, Unloading, Stacking Excluding Gst Levied By Goi & Gom In All Respect, Etc. Complete. 88 Couplers 110 Mm 89 Couplers 90 Mm 90 Couplers 125 Mm 91 Couplers 63 Mm 92 Item No 16 ) Providing And Supplying Isi Standard Ms / Gi Specials Of Required Thickness With 3 Coats Of Approved Make Epoxy Paint ( Shalimar, Ciba Or Mahindra & Mahindra Make ) From Inside And Outside Excluding All Statutory Duties & Taxes Such As Gst Levied By Goi & Gom In All Respect, Inspection Charges, Transportation To Stores / Site, And Stacking, Etc. Complete. Double Flanged Specials Of All Diameters 93 5 ) Gravity Main 94 Item No- 1 ) Excavation For Foundation / Pipe Trenches In Earth, Soils Of All Types, Sand, Gravel And Soft Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below, Stacking And Spreading As Directed, Manual Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M 95 Item No- 2 ) Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Material Upto A Distace Of 50 M And Lifts As Below, Stacking And Spreading As Directed By Engineer-In-Charge, Normal Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M 96 Item No- 3 ) Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond Area And Lifts As Below, Stacking As Directed By Engineer-In-Charges, Normal Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M 97 Item No- 4 ) Excavation For Foundation / Pipe Trenches By Blast In Hard Rock By Control Blasting, Including Trimming And Levelling The Bed By Chiselling Where Necessary And Removing The Excavated Material And Stacking It In Measurable Heaps Within A Distance Of 50 Metres From The Area And Lifts As Below, Normal Dewatering, Excluding Backfilling, Etc. Complete. Lift 0 To 1.5 M 98 Item No 5 ) Filling In Plinth And Floors Murum Bedding In Trenches With Approved Murum From Excavated Materials From Foundation 15Cm To 20Cm Layers Including Watering And Compaction Complete. 99 Item No 6 ) Providing And Supplying In Standard Lengths Polyethelene Pipes, Confirming To Is 4984 / 14151 / 12786 / 13488 With Nesessary Jointing Material Like Mechanical Connector I. E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint Excluding Coupler / Specials, Including Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Conveyance To The Departmental Stores & Stacking The Same In Closed Shade Duly Protecting From Sunrays & Rains, Excluding Gst Levied By Gi & Gom In All Respect Etc. Complete.. ( Note - H.D.P.E. Pipes Shall Be As Per Latest Is Specifications Also Hdpe Pipes Upto 110 Mm Dia Shall Be In Coil Form. ) 100 90 Mm Dia Hdpe 8 Kg / Cmsq 101 Item No 7 ) Lowering, Laying And Jointing H. D. P. E. / M. D. P. E. Pipes In Proper Position Including All Specials By Compression Fitting / Electrofusion And Butt Fusion Jointing Procedure As Per Relevent Is Code Complete With All Materials For Jointing Procedure Like Electrofusion Machine, Electric Heater / Butt Fusion Welding Machine With Hydraulic Jack, Top Loading Clamp Etc. And All Labours As Directed By Engineer In Charge As Per Is-7634 Part Ii 102 90 Mm Dia Hdpe 8 Kg / Cmsq 103 Item No 8 ) Hydraulic Testing Of H. D. P. E. / M. D. P. E. Pipe Line To Specified Pressure Including Cost Of All Materials And Labour And Water For Testing For Specified Length Including Cutting, Placing End Cap Making Arrangement For Filling Safe Water Using Reciprocating Type Pumps Which Should Be Able To Provide Specified Test Pressure Gauges And Other Necessary Equipments, Labour, Operation Charges, Etc. Required For Testing. The Rate Under This Item Shall Also Include Cost Of Retesting, If Necessary And Reinstating To Original Position. 104 90 Mm Dia Hdpe 8 Kg / Cmsq 105 Item No 9 ) Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc. Complete. 106 Item No 10 ) Providing & Supply Of Electro Fusion Fittings In Accordance With Bs En12201: Part-3 Suitable For Drinking Water With In Black / Blue Colour Manufactured From Compounded Pe80 / Pe100 Virgin Polymer And Compatible With Pe80 / Pe100 Pipes, In Pressure Rating Sdr11 With Min Pn12.5 Rated For Water Application And Shall Be Inclusive Of All Cost Such As Testing, Inspection Charges, Transportation Up To Store, Transit Insurance, Loading, Unloading, Stacking Excluding Gst Levied By Goi & Gom In All Respect, Etc. Complete. 107 Couplers 90 Mm 108 Item No 11 ) Providing And Supplying Isi Standard Ms / Gi Specials Of Required Thickness With 3 Coats Of Approved Make Epoxy Paint ( Shalimar, Ciba Or Mahindra & Mahindra Make ) From Inside And Outside Excluding All Statutory Duties & Taxes Such As Gst Levied By Goi & Gom In All Respect, Inspection Charges, Transportation To Stores / Site, And Stacking, Etc. Complete. Double Flanged Specials Of All Diameters 109 6 ) Rcc Esr Cap-1, 70, 000Litrs @ Gaothan 110 Item No 1 ) Designing ( Aesthetically ) , And Constructing Rcc Elevated Service Reservoirs Of Following Capacity With Rcc Staging Consisting Of Columns, Internal And External Bracings Spaced Vertically Not More Than 4.5 Metres Centre To Centre For Esr Having Capacity Upto 500 Cum And Not More Than 6 M C / C For Esrs Having Capacity Above 500 Cum Including Excavation In All Types Of Strata, Foundation Concrete, Cement Plaster With Water Proofing Compound To The Inside Face Of The Container Including Refilling Disposing Off The Surplus Stuff Within A Lead Of 50 Metres, All Labour And Material Charges Including Lowering, Laying, Erecting, Hoisting And Jointing Of Pipe Assembly Of Inlet, Outlet, Washout, Overflow And Bypass Arrangements As Per Departmental Design, Providing And Fixing Accessories Such As M.S. Ladder, C.I. Manhole Frame And Covers, Water Level Indicators, Lightening Conductor, G.I. Pipe Railing Around Walk Way And Top Slab, Providing Spiral Stair Case From Ground Level To Roof Level, M.S. Grill Gate Of 2 M Height With Locking Arrangement Of Approved Design, B.B. Masonry Chambers For All Valves, Ventilating Shafts, Providing And Applying Three Coats Of Cement Paint To The Structure Including Roof Slab, Epoxy Painting To Internal Surface And Anti-Termite Treatment For Underground Parts Of The Structure And Giving Satisfactory Water Tightness Test As Per I.S. Code. The Job To Include Painting The Name Of The Scheme And Other Details On The Reservoir As Per The Directions Of Engineer-In-Charge. 111 1 ) The Design Of The Structure Be In Accordance With Relevant I.S. Specification ( I.S. 3370 - 1965 Or Revised. ) 112 2 ) The Design Shall Satisfy The Stipulations As Per I.S. 1893 - 1984 And I.S. 13920 / 1993 For Seismic Force And I.S. - 11682 / 1985 For R.C.C. Staging Of Overhead Tanks. 113 3 ) For Design Having More Than 6 Columns, Provision Of Internal Bracing Is Obligatory. External Bracings Is Also Obligatory 114 4 ) The Entire Structure Shall Be In M-300 Mix Only. 115 5 ) Plain Round Mild Steel Bars Grade-I Conforming To I.S. 432 Part-I Or High Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S. 1139 Shall Be Used, Grade-Ii Mild Steel Bars Will Not Be Allowed. 116 6 ) Irrespective Of The Type Of Foundation Proposed In The Design, One Set Of Bracing Be Provided At The Ground Level. 117 7 ) These Rates Include Providing M.S. Ladder For E.S.R.S Upto 2 Lakh Litres Capacity And Providing Spiral Staircase For E.S.R. Above 2 Lakh Litres Capacity. 118 8 ) Staging Shall Have To Be Designed With Stresses Of M-200 Concrete For Esr. However All Rcc Construction Should Be Done In M-300. 119 9 ) These Rates Are Including The Cost Of Uplift Pressure If Any And Entire Dewatering During Execution. In Case Of Water Logging Area Where Water Is Stretch At Shallow Depth, Extra Provision Of Dewatering Shall Be Made As Per Site Condition. 120 10 ) All Conditions Given In The Member Secretary"S Circular No. Mjp / Ts-I / 350 / 1668 Dt. 2-8-97 And Mjp / S-I / 350 / 2127 Dt. 13-7-99 Shall Be Strictly Followed And Additional Cost, If Any, Due To These Conditions Is Included In The Rates Mentioned Below. 121 11 ) 75% Part Rate Shall Be Payable For Reinforcement Concrete And Plastering Items Of Containers Of E.S.R. Till Satisfactory Hydraulic Testing For Water Tightness Is Given; And Till That Work Shall Be Treated As Incomplete. 122 12 ) The Rates Indicated In The Table Are Excluding The Cost Of Pipes, Specials And Valves Required For Inlet, Outlet, Washout, Overflow And Bypass Arrangement. The Scope Of Work, However, Includes Cost Of Erecting, Laying And Jointing Of Pipes And Valves Including Cost Of Jointing Materials Upto 5 M Beyond Outer Face Of Outermost Column. 123 13 ) For Esr Upto 500 Cum Capacity C.I. Double Flanged Pipes Upto 300 Mm Dia Shall Be Provided And C.I. Specials Shall Be Used. For Esr Above 500 Cum Capacity C.I. / M.S. Pipe Assembly With Minimum 8 Mm Thickness Upto 500 Mm Dia And Minimum 10 Mm Thickness Above 500 Mm Dia Can Be Used With Proper Anti-Corrosive Epoxy Treatment From Inside And Outside. 124 14 ) Below Mentioned Rates Are For Foundations With Individual Footing With Bearing Capacity Of 20 Tonnes Per Square Metre. For Raft Foundations, These Rates Shall Be Increased By 7.5% Where Safe Bearing Capacity ( Sbc ) Is 5 Mt Per Sqm And By 5% Where Sbc Is More Than 5 Mt / Sqm And Upto 10 Mt / Sqm. This % Of 5% Or 7.5% Is Applicable For Estimation Of Amount Of Lumpsum Item Of Esr. For Extra Item Due To Change From Individual Foundation To Raft, Actual Increase In Concrete And Steel Be Paid As Per Relevant Dsr Item. 125 15 ) The Rate Shall Be Increased By 30% For Bearing Piles Upto Depth Of 10 M And For Further Increased In Depth By 5 M Each, It Shall Be Increased By Another 10%. These Rates Are Applicable Where Raft Is Not Feasible. For Pile Foundations Sulphate Resistant Cement Shall Only Be Used. Single Pile For The Column Is Not Permitted, Group Of Piles Shall Be Designed With Pile Cap For Each Column Of Esr. 126 Conditions From Sr. No. 1 To 11 Shall Form A Part And Parcel Of The Tender And Must Be Included In The Draft Tender Papers For Works Of R.C.C. E.S.R. 127 R C C E S R Capacity 1, 70, 000 Ltrs.St. Height -6.00M 128 Item No 2 ) Providing Isi Mark G.I. Pipe Of Following Class And Dia. Excluding Gst Levied By Goi And Gom In All Respect Including Inspection Charges, Transportation To Stores, Etc. Complete As Per Is-1239 / 2004.Note - One Coupler Shall Be Provided With Each Full Length Pope Cost Of Which Is Included In Raed Below 129 100 Mm ? Gi B Class ( Outlet & Overflow ) 130 125Mm ? Gi B Class ( Inlet ) 131 Item No 4 ) Providing Double Flange Sluice Valve Confirming For Is- 14846 Including Worn Gear Arrangements As Per Test Pressure, Stainless Steel Spindle, Caps, Including Inspection Charges, Transportation Upto Departmental Store, Unloading, Stacking Excluding Gst Levied By Goi & Gom In All Respect Etc. Complete. 132 100 Mmsluicevalve 133 7 ) Extension To Exist.Distribution System 134 Item No. 1 ) Providing & Supplying In Standard Lengths Isi Marks Regid Unplasticised Pvc Pipes Suitable For Potabale Water With Sovelent Cement Joints Including Cost Of Coupelers As Per Is Specifications No 4985 / 1988 Including All Local & Central Taxes, Transportations, Freight Charges , Inspection Charges, Loading Unloading, Conveyance To The Depatmental Store / Site & Stacking The Same In Closed Shed Duly Protected From Sunrays And Rains Including Cost Of Jointing Materials I.E Solvent Cement Etc Complete. 135 110 Mm Dia Pvc 4 Kg 136 90 Mm Dia Pvc 4 Kg 137 75 Mm Dia Pvc 4 Kg 138 Item No. 2 ) Providing And Supplying Isi Mark Gipipes Having Embossed Isi Mark Of Following Class And Diameter Including All Taxes ( Central And Local ) , Insurance, Railwayfreight, Unloading From Railway Wagon, Loading Into Trucks, Transport To Departmental Stores / Site, Unloading, Stacking, Inspection Charges Etc. Complete 139 100 Mm Dia Medium 140 80 Mm Dia Medium 141 65 Mm Dia Medium 142 Item No. 3 ) Providing Isi Standard R.C.C. Pipes In Standard Lengths Of Following Class And Diameter Suitable For Either Collar Joints Or Rubber Ring Joints, Excluding Gst Lev-Ied By Goi & Gom In All Respect Including Inspection Charges, Transport To Departmental Stores, Unloading And Stacking Etc. Complete As Per Is-458 / 1988. 143 200 Mm Class Np-Ii ( For 2.00M Length ) 144 Item No. 4 ) Providing And Supplying At Site Of Work Ci D / F Valves Of Following Dia., Including Cost Of All Taxes ( Central And Local ) Railway Freight, Unloading From Railway Wagon, Loading Into Truck, Transportation Upto Site Of Work, Etc. Complete 145 100 Mm Dia Pn 1. 146 80 Mm Dia Pn 1. 147 65 Mm Dia Pn 1. 148 Item No. 5 ) Excavation For Foundation / Pipe Trenches In Earth, Soils Of All Types, Sand Gravel And Soft Murum, Hard Murumincluding Removing The Excavated Materialupto A Distance Of 50 M, Stacking And Spreading As Directed, Dewatering, Shoring And Strutting, Preparing The Bed For The Foundation Etc. Complete 149 Soil 150 Hard Murum 151 Item No.6 ) Excavation For Foundation / Pipe Trenches In Hard Strata, And Old Cement And Lime Masonary Foundation Asplalt Road Including Removing The Excavated Materialupto A Distance Of 50 M, Stacking And Spreading As Directed, Dewatering, Shoring And Strutting, Preparing The Bed For The Foundation Etc. Complete 152 Soft Rock 153 Hard Rock 154 Item No.7 ) Filling Inplinth And Floors / Excavated Trenches With Approved Excavated Materials From Foundation In 15 To 20 Cm. Layers, Including Waering Compaction, Etc. Complete 155 Item No.8 ) Lowering Laying And Jointing Following Pvc Pipes Of Various Classes With Pvc Specials Of Suitable Diameter In Proper Position, Grade And Alignment As Directed By Engineer-In-Charge Including Conveyance Of Material From Stores To Site Of Work, Including Cost Of Jointing Materials, Labour, Giving Hydraulic Testing As Per Is Codeetc. Complete. 156 110 Mm Dia Pvc 4 Kg 157 90 Mm Dia Pvc 4 Kg 158 75 Mm Dia Pvc 4 Kg 159 Item No.9 ) Lowering, Laying And Jointing G I. Pipes And Specials Of Following Class Anc Diameter Including Conveyance From Stores Tc Site Of Works, All Labour, Giving Satisfactory Hydraulic Test, Etc. Complete Eithe Underground Or In Vertical Position, As Directed By Engineer-In-Charge. 160 100 Mm Dia Medium 161 80 Mm Dia Medium 162 65 Mm Dia Medium 163 Item No. 10 ) Lowering, Laying And Jointing In Proper Grade And Alignment R.C.C. Pipes With Collar Joints In C.M.1:1 Proportion Or Socketed R.C.C. Pipes With Rubber Joints ( Excluding Cost Of Rubber Ring Or R.C.C. Collar, ) Including Cost Of Conveyance From Stores To Site Of Work, Cost Of Jointing Material, Labour, Etc. Complete As Directed By Engineer In- Charge ( For All Class Of Pipes. ) As Per Is- 783-1985. 164 200 Mm Class Np-Ii ( For 2.00M Length ) 165 Item No. 11 ) Hydraulic Testing Of Hdpe / Pvc / Gi Pipe Line To Specified Pressure Including Cost Of All Materials And Labour And Water For Testing For Specified Length Including Cutting, Placing End Cap Making Arrangement For Filling Safe Water Using Reciprocating Type Pumps Which Should Be Able To Provide Specified Test Pressure Gauges And Other Necessary Equipments, Labour, Operation Charges, Etc. Required For Testing. The Rate Under This Item Shall Also Include Cost Of Retesting, If Necessary And Reinstating To Original Position. 166 110 Mm Dia Pvc 4 Kg 167 90 Mm Dia Pvc 4 Kg 168 75 Mm Dia Pvc 4 Kg 169 100 Mm Dia Medium 170 80 Mm Dia Medium 171 65 Mm Dia Medium 172 200 Mm Class Np-Ii ( For 2.00M Length ) 173 Item No. 12 ) Labour Charges For Fixing Of Various Valves Of Following Nominal Dia. Including Cost Of Conveyance From Stores To Site Of Work, Labour, Jointing Materials, Giving Satisfactory Hydraulic Test Etc. Complete 174 100 Mm Dia Pn 1. 175 80 Mm Dia Pn 1. 176 65 Mm Dia Pn 1. 177 Item No. 13 ) Providing And Fixing Ci Road Box Including Loading, Unloading And Carting To Site Of Work Including All Necessary Excavation In All Types Of Strata And Fixing In Murum Packing, Etc. Complete 178 100 Mm X 225 Mm ( 20 Kg ) 179 Item No. 14 ) Providing And Casting In Situ Cement Concrete M-15 Of Trap / Granite / Quartzite / Gneiss Metal For Bed Blocks, Foundation Blocks And Such Other Items Including Bailing Out Water Manually Formwork, Compacting, Roughening Them If Special Finish Is To Be Provided And Curing And Finishing If Required Complete 180 Item No. 15 ) Refilling The Trenches With Available Exvavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, Surcharging, Etc. Complete 181 8 ) Miscellaneous Work 182 Item No.1 :- Providing And Fixing Information Sign Board Of Size 1.20 X 0.75 M. Prepared On 16 Gauge M.S. Sheet With Angle Iron Frame Of Size 35 X 35 X 3 Mm. With Cross Bracing Of Size 25 X 25 X 3 Mm Including Painting With One Coat Of Zinc Cromate Stoving Primer And Two Coats Each Of Green / White Back Ground, Red Retro Reflective Sheet Engineering Grade, Border / Letters / Numerals And Arrow. Coated With Non Pealable Crystal Clear Protective Transparent Coat Retaining 100% Relection Including One Number Of M.S. Angle Iron Post Of Size 50 X 50 X 5 Mm Of 3.65 M. Long Inflated At Bottom Drilled On Top And Painted In White And Black Bands Of 25 Cm. With 4 Nos. High Strength G.I. Bolts And Nuts Of Size 10 Mm Dia. 20 Mm Long Including All Taxes, Conveying, Fixing In Ground With Cement Concrete 1:4:8 Block Of 60 Cm X 60Cm X 75 Cm. Size As Directed By Engineer-In-Charge Etc. Complete. 183 Item No.2 :- Commissioning, Running And Maintaining The Scheme To Quantities, Rated Capacity, Including Manning Necessary Personnel Such As Operator, Valveman, Etc. As Per Requirements Of The Scheme And Who Should Also Administer Chemical Dose For A Period Of 1 Month , Together With Training Of Personnel Spared By Local Body And Handing Over The Scheme To Local Body After Completion Of The Above Period As Directed By Engineer-In-Charge. 184 For Single Village
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