Different Works Related To Water Supply Scheme At Panchpara Piped Water Supply Scheme ( Tsm / 016098 ) Within Labpur Block Including Supply Of All Labour & Materials Under Bolpur Sub-Division Within Birbhum Division, Phe Dte ( Sl. No.6 ) ( 2Nd Call ) -A: Soil Test For Ohrmobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge. 2 Labour For Making Bore-Holes Of 150Mm To 250Mm Dia. By Any Standard Method To Any Depth Below Ground Level / Bed Level In All Kinds Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks ( For The Purpose Of Collecting Disturbed & Un Disturbed Soil Samples, Conducting Standard Penetration Test At Suitable Intervals Etc. ) Including Preparation And Submission Of Bore-Log As Per Irc : 75 And 78 And Clause 2400 Of Specifications For Road & Bridge Works ( 5Th Revision ) , Published By Irc, And Also Including Hire Charges Of Tools And Plants Complete As Per The Direction Of Engineer-In-Charge. A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) I ) Depth 0 M To 10 M ( For 3 Nos Bore ) 3 Ii ) Depth Greater Than 10 M & Upto 20 M 4 Iii ) Depth Greater Than 20 M & Upto 30 M 5 Field Investigation :I ) Collection Of Undisturbed Soil Sample From The Bore Hole To Be Made By The Concerned Division / Party At Their Cost. A ) 0.00 - 10.0 M 6 B ) 10.00 - 20.0 M 7 C ) 20.00 - 30.0 M 8 Ii ) Collection Of Samples From The Bore Hole ( A ) Disturbed 9 Iii ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is : 2131.A ) 0.00 - 10.0 M 10 B ) 10.00 - 20.0 M 11 C ) 20.00 - 30.0 M 12 Laboratory Investigation : I ) Liquid Limit As Per Is 2720 ( Part – V ) . 13 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 14 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) . 15 Iv ) Grain Size Analysis By Hydrometer Method As Per Is 2720 ( Part – Iv ) . 16 V ) Determination Of Water Content As Per Is 2720 ( Part – Ii ) . 17 Vi ) Determination Of Specific Gravity As Per Is 2720 ( Part – Iii ) . 18 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 19 Viii ) Determination Of Unconfined Compressive Strength As Per Is 2720 ( Part-X ) ( I ) Undisturbed 20 Ix ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 21 X ) Tri-Axial Shear Test :A ) Determination Of Shear Strength Parameters Of A Specimen Tested In Unconsolidated Undrained Tri-Axial Compression Without Measurement Of Pore Water Pressure As Per Is 2720 ( Part –Xi ) . 22 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. 23 Preparation And Submission Of Report In 6 ( Six ) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer-In-Charge. Detailed Investigation. 24 B: Construction Of 250 Cum Ohrearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. A ) Depth Of Excavation Not Exceeding 1500 Mm 25 B ) Depth Of Excavation For Additional Depth Beyond 1500Mm And Upto 3000Mm. ( But Not Requiring Shoring ) . 26 Bailing Out Water From Foundation Trench. This Item Should Be Executed On The Specific Direction Of The Engineer-In-Charges When He Is Satisfied In His Absolute Discretion, That This Has Not Been Necessitated Due To Any Fault On The Part Of The Contractor ) 27 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Eucalyptus / Jhau Balla Pilling, Strutting Etc ) Complete As Per Directionof The Engineer-In-Charge For Foundation Excavation ( Vertical Surface Are In Contact With Supported Earth Is To Be Measured. ) ( This Item Should Be Executed On Specific Direction Of The Engineer-In-Charge ) .A ) Depth Upto 1.5M. 28 B ) For Additional Depth Beyond 1.5M And Upto 3.00M. 29 Earth Filling In Foundation Trenches Or Plinth With Good Earth In Lyres Not Exceeding 150Mm Including Watering & Ramming Etc Layer By Layer Complete.A ) With Earth Obtained From Excavation Of Foundation. 30 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) Do - By Fine Sand 31 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level, And Filling Joints With Powered Earth Or Local Sand. 32 Cement Concrete With Graded Stone Chips ( 20Mm Size ) Excluding Shuttering, In Ground Floor ) Considering 30 Km Distance From Suri Rly. Yard.A ) 1:2:4 Proportion. ( In Foundation And Under Tank At Finished Gl, Plinth Protection Etc. ) 33 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) .Considering 60 Km Distance From Suri Rly. Yardm- 25 Grade ( With Pakur Variety. ) A ) For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4M. 34 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 35 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 36 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 37 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 38 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 39 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) . Considering 60 Km Distance From Suri Rly. Yardm- 30 Grade ( With Pakur Variety. ) A ) Heal Beam And Above ( Cell Wall, Floor, Top & Bottom Ring Beam, Heal Beam ) A ) 6Th Floor 40 B ) 7Th Floor 41 Expansion Joint In Floor, Roof Wall Etc. Formed With V Strips Made Of 22.50Cm Wide Strips Of 24Gauge Aluminium Sheets With Anchor Am Projecting On Each Side ( And End Turned ) Embedded In Adjacent Cement Concrete , Including Shaping And Finishing The Edges On Either Side Of The Joint ( Including The Cost Of Bituminous Filler If Any ) Complete As Per Direction Of E.I.C 42 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness And Required Bracing For Concrete Slabs, Beams, Column Lintel Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Woks ( Upto Roof Of Ground Floor ) .Steel Shuttering Or 9 To 12Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work.C ) For Foundation Upto G.L. 43 Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Completion Of Work Including Staging Upto 4M Using Ply Board Or Steel Shuttering. ( Not Applicable For Resting On Roof Top ) .A ) G.L. To Top Lantern Of Ohr. 44 Hire And Labour Charges For Staging Beyond 4M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement :Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4M Is Practically Un-Avoidable ) X Mean Height Of Staging ] Above Initial 4M. ( Dia 10.50 M. Mean Height 16M. ) 45 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction. I ) Tor Steel / Mild Steeli. Sail / Tata / Rinl A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . 46 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 47 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 48 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 49 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 50 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Top Of Heal Beam 51 G ) 6Th Floor I.E. From Top Of Heal Beam To Top Ofshell Wall 52 H ) 7Th Floori.E. From Top Of Shell Wall To Rest 53 Applying 2 ( Two ) Coats Of Bonding Agent With Synthetic Multi Funtional Rubber Emulsion Having Adhesive And Water Proofing Properties By Making With Water In Proportion ( 1 Bonding Agent : 4 Water : 6 Cement ) As Per ManufacturerS Specification. 54 Extra Rate For Using Water Proofing And Plastering Admixture @ 0.2%By Weight Of Cement ( Or At ManufacturerS Specified Rate For Concrete Of Various Grades ) . 55 Supplying, Fitting, Fixing Fly / Mosquito Proof Nylon Net On Any Type Of Window, Doorshutter Frame With Necessary Fixing Arrangements Complete. 56 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 57 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rouding Off Corners And Including Raking Out Joints Or Roughening Of Concrete Surface Andapplication Of Cement Slurry Before Flooring Works, Using Cement @ 1.75 Kg / Sq.M. All Complete Including All Materials And Labour.In Ground Floor 3 Mm Thick Topping ( High ) Polishing, Grinding On This Item Is Not Permitted With Ordinary Cement ) .25 Mm Thick.A ) In G.F For Plinth Protection And Under Tank Floor 58 B ) 6Th Floor 59 C ) 7Th Floor 60 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is: 226, Is: 808 & Sp ( 6 ) - 1964 Connected To One Another With Bracket, Gussets, Cleats As Per Design, Direction Of Engineer-In Charge Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is: 816- 1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Chages Such As Electricity Charges, Labour Insurance Charges Etc. Payment To Be Made On The Basis Of Calculated Weight Of Structural Members Only In Finished Work As Per Is Specified Weight. Payment For Gusset, Bracket, Cleat, Rivets, Bolts And Nuts May Be Make By Adding The Actual Weight Of Such Items With The Weight Of Finished Structural Members Or 7% Of Weight For Finished Structural Members Weighing Not Less Than 22.5 Kg. / M. Or 15 % Of Weight For Finished Structal Members Weighing Less Than 22.5 Kg. / M. May Be Increased Allow For Bracket, Cleat, Rivet, Bolts And Nuts Etc. And No Seperate Payment Being Made For These Items, As Per Direction Of Engineer In Charge. The Rates Are Considered For A Height Of Erection 8M. / 2Nd Floor Level From The Ground. Add 1.5% Extra Over The Rate For Each Additional Floor Or 4M. Beyond Initiial 8M. Or Part Thereof.Iii ) For Built Up Sections / Srtuctural Members Of Specified Sections Weighing Not Less Than 22.5 Kg. / M 61 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor.A ) Grill Weighing Above 10 Kg / Sqm Upto 16 Kg / Sqm ( In Kg ) 62 Supplying, Fitting, Fixing900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railingand2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railingtop & Floor, Vertical Post Of Raillingare 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C.Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 63 Extra Rate Of Labour For Architectural Top Dome On The Roof As Per Drawing And Direction Of E.I.C. 64 Supplying Fitting And Fixing In Position C.I Manhole / Pit Cover With Rim.A ) Square.I ) 600 X 600Mm ( 50Kg.Approx ) . 65 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:4 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) G.L. To Top Of 1St Bracing 66 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 67 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 68 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 69 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 70 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 71 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:3 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) 6Th Floor 72 B ) 7Th Floor 73 Band Moulding ( Horizontal-Verticle ) Rectangular Section Made With Cement Plaster 1:4 Complete.I ) Projection Upto 25 Mma ) Depth Or Width 75 Mm To 100 Mm. 74 Supplying & Installation Of Lighting Solid Conductor Rod Of Phosphorous-Bronze Size 2M X 12Mm On The Top Dome Of The Rcc Overhead Reservoir, Laying Lightning Conductor Of 65Mm X 8Mm G.I. ( Hot Deep ) Ms Flatruns From The Roof Upto Gl Along The Shell Wall And Colume Fitted With Necessary Rust Proof Clamps, Lying65mm X 8Mm G.I. ( Hot Deep ) Ms Flat Conductorfrom Gl To Bottom Of The Earthing Main Pipe 80Mm Dia. Tata ( M ) Fitted And Fixedand Connecting With The Main Earthing Gi Pipe Of 80Mm.Dia Tata ( M ) Of 2.50M To Be Used As Earthing Electrode Driven Down To At Least 3.0M Below Gl And Filling Up With Charcoal, Construction Of Masonry Chamber Making As Per Direction Of Eic & Necessary Arrangement For Testing The Same As Per Iee Rule. ( All Work To Be Done As Specification Of Pwd ( Elec. ) Schedule. ) 75 Provision For Embossing The Name And Capacity Of The Reservoir With ( 2:1 ) Raised Sand Cement Plaster With Letter Size 30Cm. X 20Cm. On The Outside Of Shell Wall Of The Reservoir Painted Complete As Per Direction Of Eic. 76 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. ( Two Coats. ) I ) Super Protective 100% Acrylic Emulsion.A ) G.L. To Top Of 1St Bracing 77 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 78 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 79 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 80 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 81 F ) From Top Of 5Th Bracing To Top Of Heal Beam 82 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 83 H ) From 1 / 3Rd Of Shell Wall To Rest 84 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Received Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per Manufacturer’S Specification And As Per Direction Of The Eic. ( Two Coats ) A ) G.L. To Top Of 1St Bracing 85 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 86 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 87 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 88 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 89 F ) From Top Of 5Th Bracing To Top Of Heal Beam 90 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 91 H ) From 1 / 3Rd Of Shell Wall To Rest 92 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window, Ceiling, Floor, Drain Etc. 93 Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothing Surface By Sand Pepering Etc. 94 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryon Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) 95 On Steel Or Other Metal Surface With Super Gloss ( Hi-Gloss ) . Ii ) 2 Coats ( With Any Shade Except White ) 96 Painting With Ready Mixed Black Japan Of Approved Make And Brand Including Smoothening Surface.Two Coats. 97 Making Arrangement For Showing The Water Tightness Test Of The Rcc Elevated Reservoir By Filling With Water Upto The Maximum Level Of The Tank To The Full Satisfaction Of Eic ( Arrangements Of Water, Its Carriage And Lifting To The Tank Including Necessary Pipes, Fitting, Pumping Machinery Etc. Are To Be Provided By The Contractor With His Own Cost. ( If Water Is Supplied By The Department Rate Shall Be Reduced As Per Prevailing Departmental Rate ) ) 98 Disinfection And Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Etc. Complete. 99 Hoisting, Erection , Placing Connecting With Pipes And Specials Cidf Pipes, Specials ) Securing With Building Specials Providing Stays, Clamps As Required Including Cost Of Staging Platform For The Work Etc.All Complete In All Respects As Per Drawing And Direction Of Eic.A ) 250Mm.Dia . ( Delivery ) 100 B ) 150Mm.Dia ( Inlet And Over Flow ) . 101 C ) 100Mm.Dia . ( Wash Out ) 102 Laying Of Cidf / D.I Pipes With Specials, Valves Etc. In Trenches Including Excavation In All Sorts Of Soil, Moorum, Soft Rock And Refilling The Trenches After Laying & Jointing Of Pipes Etc. All Complete As Per Specification And Direction Of Eic.A ) 250Mm.Dia . 103 B ) 150Mm.Dia . 104 C ) 100Mm.Dia . 105 Fitting, Fixing Duct-Foot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Stone Chips Ofapproved Grade & Quality & Including Excavation Of Earth Etc Complete In All Respect. ( Analysis Rate ) A ) 250Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 106 A ) 150Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 107 A ) 100Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 108 Hoisting, Fitting, Fixing Of Ci Bell Mouth With Puddle Collar In Rcc Work As Per Drawing Specification Complete In All Respect.A ) 250Mm.Dia . 109 B ) 150Mm.Dia . 110 C ) 100Mm.Dia . 111 Construction Of Masonry Drain 300 Mm X 250 Mm Inner Section With 1St Class 250 Mm Th. Brick Work In Cement Mortar ( 1:4 ) Over A Layer Of Single Brick Flat Soling , Sand Filling 100Mm Th. And 100 Mm Th. Weak Cement Concrete ( 6:3:1 ) With Graded Stone Ballast Pakur Variety ( 40Mm Size ) Including Earth Work In Excavation, 15Mm Th. Cement Plaster ( 4:1 ) And Neat Cement Punning All Rounding The Drain Etc. All Complete As Per Approved Design , Drawing And Direction Of The Engineer In-Charge. ( Analysis Rate ) 112 Supply And Delivery Of Different Dia.Cidf Pipe ( Class - B ) I.S: 1538 - 1976 & Specials ( Class - B ) As Per Is: 1538 - 1993 With Latest Amendment Including Loading, Unloading & Stacking Properly For Connection Of Inlet, Outlet, Overflow And Washout Line Of Ohr As Per Departmental Drawing With Specified Dia. Inclusive Of All Incidental Charges If Any All Complete As Per Direction Of The E.I.C. ( Test Certificate From The Manufacturer And Guarantee Certificate Should Be Produced By The Agency ) 113 A ) Supply And Delivery Of Cidf Sluice Valve Pn-10 Of Different Dia Make With Cast Iron Double Flanged Non Rising Spindle Sluice Valve Generally Conforing To I:S 14846-2000 With Latest Amended If Any Having Body Door Dome / Bonnet And Cover Of Cast Iron Gr.- F.G. 200 ( Ref. Is-210 ) Spindle Of Is: 6603 Gr.- 12 / Cr. 13 Non-Magnetic, Nut And Seat Rings Are Gunmetal As Per Is: 1538 Part Iv & Vi Valves Are Suitable For Maximum Working Pressure Of 10Kg / Sq.Cm. ( Seat Test ) And Body Tested To 15Kg / Sq.Cm. ( Test Certificate From The Manufacturer As Well As Inspection Certificate From Third Party Inspection, Agency To Be Arranged By Their Own Cost And To Be Approved By E.I.C. ) N.B. The Above Item Should Be Procured From The Reputed Manufacturer Viz- Kalpana, Jupiter & Upadhaya Or Similar Approved Vender List. [ With Cap ] A ) 250Mm.Dia . 114 B ) 150Mm.Dia . 115 C ) 100Mm.Dia . 116 B ) C.I.D.F. Jeffy Coupler As Per I.S.I. 13382-1992 With Latest Amended.A ) 250Mm.Dia . 117 B ) 150Mm.Dia . 118 C ) 100Mm.Dia . 119 Construction Of R.C.C. Inlet & Overflow Chamber As Per Drawing Cast With Rcc Wallwithcement Concretenot Leaner Than 1:1.5:3 With Graded 20 Mm Down Pakur Variety Stone Chips And Reforcement Having Wall Thickness 125 Mm And Complete With Plastering 15Mm Th. ( 1:4 ) With Neat Cement Finishing And As Per Direction Of The E.I.C. ( Inner Size = 600 Mm X 600 Mm X 750 Mm ) ( Analysis Rate ) 120 Applyingwate Thinable Non-Toxic Acrylic Polymer Modified Paint Coating Or Equivalent Brand Of Approved Quality 2 ( Two ) Finished Coats Over 2 Coats Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supplying Supplying Requisite Coating Materials Cleaning Of The Substrant Properly To Make It Free From Dirt, Paint, Oil And Grease Sludge, Blisters, Fungus , Moss, And All Other Undesireble Particles Using Wire Brush , Sand Paper Etc. Including Mending Good All Damages All Complete As Per Direction Of The E.I.C. 121 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 122 Site Clearence By Removing All Unserviceablematerials, Debris Etc. All Complete As Per Direction Of E.I.C. 123 Commissioning The R.C.C. Over Headreservoir By Operating Of All Category Of Sluice Valves , Testing Of Hoisted Pipe Joints Including Repairing Theleakage ( S ) If Detected , Including Making Intrconnections, Flange Jointing / Lead Jointing With The Newly Laid Rising Main And Distribution Main All Complete As Per Direction Of The Eic. 124 C: Construction Of 2 Nos Pump House And Boundary Wallearthwork In Filling, In Compound, Tank, Lowland, Ditches, Etc. With Good Earth In Layers Not Exceeding 150 Mmincluding Breaking Clods And Consolidating The Same By Ramming And Dressing Completely. ( B ) ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 5 Km. But Not Exceeding 10 Km. Including Cost Of Carried Earth. 125 Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. 126 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) With Earth Obtained From Excavation Of Foundation. 127 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Powdered Earth Or Local Sand. 128 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm. As Directed And Consolidating Same By Thorough Saturation With Water Ramming Complete, Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) 129 Reinforcement For Reinforced Concrete Works In All Sorts Of Structures Including Distribution Bars, Strrups, Binder Etc Including Of Rods Initial Straightening & Removal Of Lose Rust ( If Necessery ) Cutting To Requiste Length, Hooking & Binding With 16 Guage Black Annclead Wire At Every Intersection. Complete As Per Drawing & Direction For Works In Foundation Basement & Upto Roof Of Ground Floor To 4M For Steel / Mild Steel. Other Than Tata / Sail / Rinl ( Jsw / Jspl / Shyam / Srmb / Bmasl / Electrosteel / Ssl ) 130 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor 131 ( I ) Ordinary Cement Concrete ( 1:2:4 ) With Graded Stonechips ( 20 Mm. Nominal Size ) Excluding Shuttering And Reinforcement. In Ground Floor 132 Hire And Labour Charges For Shuttering With Centreing And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works. ( Upto Roof Of G. F. ) ( A ) 25 Mm To 30 Mm Thick Wooden Shuttering Without Staging 133 ( B ) 25 Mm To 30 Mm Thick Wooden Shuttering With Staging 134 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 135 ( B ) In Superstructure 136 125Mm Th.Brick Work With 1St Class Bricks In Sand Cement Mortar ( 4:1 ) In Ii ) Superstructure Of Ground Floor- 137 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Or Rougening Of Concrete Surface, Including Throating, Nosing And Drip Course Where Necessary ( Ground Floor ) ( A ) 10Mm Thick Plaster With ( 4:1 ) Cement Morter 138 ( B ) 20Mm Thick Plaster With ( 6:1 ) Cement Morter 139 ( C ) 15Mm Thick Plaster With ( 6:1 ) Cement Morter 140 Neat Cement Punning About 1.5Mm Th.In Wall, Dado, Floor 141 A.S.F In Floor, Dado, Staircase Etc.With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement And Mardust In Proportion ( 1:2 ) In / C Smooth Finishing And Rounding Off Corners In / C Racking Out Joints-----In / C All Materials And Labour. 142 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface In / C Scraping The Same Thoroughly As Per ManufacturerS Specification. Two Coats ( Same As Outside Plaster ) 143 White Washingincluding Cleaning And Smoothning Of Surface. Three Coats ( Same As Inside & Ceilingplaster Area ) 144 Supplying, Fitting And Fixing Windows & Ventilators With Integrated Grill----- ( I ) Openable Steel Window----With Hung Shutters And Horizontal Glazing Bars 145 ( Ii ) Ms Integrated Grill---Integrated With Steel Window Or Ventilator--- 146 Supplying 1.5Mm Th Ms Sheet Fitted And Fixed On One Or Both Faces Of Ms Or Wi Gate------ 147 ( A ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 148 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary ( B ) On Steel Or Other Metal Surface Iv ) Two Coats ( With Any Shade Except White ) Hi-Gloss 149 Supplying, Fitting And Fixing Fibre Reinforced Polymer ( Frp ) Composite Door Shutters---With Glass Fibre Reinforced Plastic Moulded Skins And A Specials Sandwich Core, So As To Impart Monolitaheic Composite Structureas Per Approved Technology Of Department Of Science And Techonology To Satisfy Is:4020 Door Testing Performance Criteria. ( I ) 25Mm Th. 150 Supplying, Fitting And Fixing Fibre Reinforced Polymer ( Frp ) Composite Door Frame ---With Glass Fibre Reinforced Plastic Moulded Skins And A Specials Sandwich Core, So As To Impart Monolitaheic Composite Structureas Per Approved Technology Of Department Of Science And Techonology To Satisfy Is:4020 Door Testing Performance Criteria. ( I ) 66Mm X 70Mm 151 Supplying And Fitting Orrisa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make Supplied, Fitted And Fixed In Position Complete Excluding P & S Trap 152 Construction Of Septic Tank Of Different Capacities As Per Approved Drawing With 1St Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The 100Mm Thick R.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finished With 25 Mm Thick Grey Artificial Stone Over 100 Mm Thick R.C.C ( 1:1.5:3 ) Bottom Slab Including Supplying, Fitting And Fixing All Necessry Specials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In All Sorts Of Soil, Shoring, Bailing Out And Pumping Out Water As Necessary Ramming, Dressing The Bed And Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Connecting All Necessary Pipes, Joints Etc. With Internal Plaster Work And Artificial Stone Flooring Is To Be Done With Admixture Of Water Proofing Compound @ 0.5% By Weight Of Cement With All Costs Of Labour And Materials Note:- ( I ) Finished Level Of Septic Tank Should Be 400 Mm. From Ground Level. ( Ii ) Height Of 50 Mm Ventilation Pipe &Mosquito Proof Mesh, Should Be Follwed As Per Is:2470, Part- I.Payment Will Be Made Separetly On The Basis Of Actual Height Based On Relevant I.S.Code.I ) For 10 Users A ) With Pakur Variety. ( Other Than Sail / Tata / Rinl ) [ P-88, It.3 ] 153 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Cement Brickwork ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick Work, 15Mm Thick Cement Plaster ( 1:4 ) On Outer Face From Top Of The Well Upto G.L. And 6 Mm Thick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mm Thick With Cement Conc ( 1:1.5:3 ) With Stone Chips With Necessary Reinforcement And Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The Cover Slab With Necessary Fittings, Making Nacessary Arrangements For Pipe Connections, Excavation Of Well Including Shoring, Dewatering And Removing The Exess Earth Fromthe Premises As Per Direction Complete In All Respect With All Costs Of Labour And Materials. With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00M Inside Dia. ( Other Than Sail / Tata / Rinl ) [ P-89, It.4 ] 154 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( Iii ) Single Socketed 1.80M Length ( A ) 75Mm 155 ( B ) 110Mm 156 ( B ) Fittings ( I ) Door Bend ( A ) 75Mm 157 ( B ) 110Mm 158 ( Ii ) Bend 45 Deg. ( A ) 75Mm 159 ( B ) 110Mm 160 ( Iii ) Bend 87.5° : ( A ) 75Mm 161 ( B ) 110Mm 162 ( Iv ) Bend Clip : ( A ) 75Mm 163 ( B ) 110Mm 164 ( V ) Round Jali ( A ) 75Mm 165 ( Vi ) 110 / 110S Trap ( A ) 75Mm 166 Labour For Fitting And Fixing U.P.V.C. Pipes For Above Ground Work Including Cost Of Jointing Materials Etc. Fitting And Fixing All Necessary Specials, Cutting Pipes, Cutting Holes In Walls Or R.C. Floor Where Necessary And Mending Good All Damages Excluding The Cost Of Masonry Or Concrete Work, If Necessary, But Including The Cost And Fitting And Fixing Holder Bat Clamps ( Any Floor ) Or For Underground Work Including Cutting Trenches Upto 1.5M And Refilling The Same Complete As Per Direction Of Eic. ( Payment Will Be Made On Centre Line Measurement Of The Total Pipe Line In / C Specials ) -- ( A ) Above Ground: 110Mm Dia 167 ( A ) Under Ground : ( I ) 75Mm Dia 168 ( Ii ) 110Mm Dia 169 Supplying, Fitting And Fixing Pvc Pipes Of Approved Make Of Sch.80 ( Medium Duty ) Conforming To Astmd-1785 And Threaded To Match With Gi Pipes As Per Is:1239 ( Part-1 ) With All Necessary Accessories, Specials Viz Socket, Bend, Tee, Union, Cross, Elbow, Nipple, Longscrew, Reducing Socket Etc----Fitted With Holder Bats Clamps, In / C Cutting Pipes, Making Threads, Fitting, Fixing Etc Complete In All Respect Including Cost Of All Necessary Fittings As Required------Any Position Above Ground. ( Payment Will Be Made On The Centre Nline Measurements Of Total Pipe Line Including Specials ) . ( A ) 20Mm 170 ( B ) 15Mm 171 Supplying, Fitting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21 Kg Per Sq. Cm. ( For Water Lines Only ) . ( Viii ) 20 Mm Dia 172 Supplying , Fitting And Fixing Polythene Bib Cock / Stop Cock With Plastic Inlet ( Emco / Atlas Or Equivalent ) ( A ) 15Mm Dia 173 Supplying, Fitting & Fixing Plastic Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer-- ( A ) 500 Litre Capacity 174 Labour For Hoisting Plastic Water Storage Tank---Upto 1500 Litre Capacity ( A0 Upto 1St Story From Gl 175 Labour For Punching Hole Nin Plastic Water Storage Tank Upto 50Mm Dia. 176 Number Plaque Of Building ( Plaque Size Upto 225Mm X 225Mm ) Made Of Sand Cement Plaster ( 1:2 ) On Face Of Wall Or Plinth With 50Mm Size Letters Pwd And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters And The Number Complete As Direction 177 Supplying, Fitting And Fixing White Vitreous China Best Quality Approved Make Wash Basin With Ci Brackets On 75Mm X75mm Wooden Blocks, Cp Waste Fittings Of 32Mm Dia.One Approved Quality Brass Pillar Cock Of 15Mm Dia Pvc Waste Pipe 32Mm Dia.900Mm Long, Pvc Connection Pipe Including Good Damages And Painting Two Coats Of Approved Paint. ( I ) 450Mm X 300Mm 178 25Mm. Thick Damp Proof Course With Cement Concrete With Stone Chips ( 1:1.5:3 ) [ With Graded Stone Aggregate 10 Mm Nominal Size ] And Admixture Of Water Proofing Per ManufacturerS Specification Followed By Two Coat Of Compound Aspolymer Based Paint, ( 1St Coat After 4 To 5 Days Of Concrete Laying And 2 Nd Coat Just Before Brick Masonry Work ) As Directed ( Cost Of Water Proofing Compound & Polymer Based Paint To Be Paid Separately ) . ( Chequering Not Required Over Concrete Or Painted Surface ) . 179 Supplying, Fitting And Fixing 10 Litre Pvc Low Down Cistern Conforming To I.S Specification With Pvc Fittings Complete, Ci Brackets In / C Two Coats Of Painting To Bracket Etc. 180 D: Laying For Rising Main & Distribuition System With Fhtccarrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Oulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Perspecification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Item.Ii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.For Raising Maini ) 200Mm Dia. D.I. Pipe ( K-9 ) 181 Ii ) 150Mm Dia.D.I. Pipe ( K-9 ) 182 For Distribution 250Mm Dia. K7 D.I. Pipe 183 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic. 250Mm Dia To 350Mm Dia. D.I.Pipe 184 150Mm Dia To 200Mm Dia. D.I.Pipe 185 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Properus In Gof Push Joint By Means Of Grinder Set At Site For Proper Joint Etc.Allcomplete As Per Direction Of Eic.250 Mm Dia. D.I. Pipe 186 200Mm Dia.D.I. Pipe 187 150Mm Dia.D.I. Pipe 188 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipment Stools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) 250Mm Dia.D.I. Pipe 189 200Mm Dia.D.I. Pipe 190 150Mm Dia. D.I. Pipe 191 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 4984- 1995 With Latest Revision & Amendments If Any With Necessary Hdpe Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Of Hydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating: Class - Pn 6 ( Ii ) Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials But Excluding Cost Of Valves.90 Mm ( Od ) 192 110 Mm ( Od ) 193 140Mm ( Od ) 194 160 Mm ( Od ) 195 225 Mm ( Od ) 196 50Mm ( Od ) 197 63Mm ( Od ) 198 75Mm ( Od ) 199 Construction Of Different Dia Sluice Valve / Airvalve / Washout Chamberin Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] . 80 Mm To 150 Mm Dia Pipe 200 200 Mm Dia. 201 250 Mm To 350 Mm Dia Pipe 202 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) I ) 150Mm Dia. 203 Ii ) 200Mm Dia. 204 Iii ) 250Mm Dia 205 Filling The Pipeline With Water, Testing Hydraulically Asper I.S3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) . A ) For Ci / Di Pipe250mm Dia.Di Pipe 206 200Mm Dia.D.I. Pipe 207 150Mm Dia.D.I. Pipe 208 For Upvc / Hdpe Pipe90 Mm ( Od ) 209 110 Mm ( Od ) 210 140Mm ( Od ) 211 160 Mm ( Od ) 212 225 Mm ( Od ) 213 50Mm ( Od ) 214 63 Mm ( Od ) 215 75Mm ( Od ) 216 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting Inresidual Chlorinenot Less Than15mg / Ltrs. After 24 Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe250mm Dia.Di Pipe 217 200Mm Dia.D.I. Pipe 218 150Mm Dia.D.I. Pipe 219 For Upvc / Hdpe Pipe90 Mm ( Od ) 220 110 Mm ( Od ) 221 140Mm ( Od ) 222 160 Mm ( Od ) 223 225 Mm ( Od ) 224 50Mm ( Od ) 225 63 Mm ( Od ) 226 75Mm ( Od ) 227 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verifiedby Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 228 Dismantling All Types Of Plain Cement Concrete Works, Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75M. ( I ) Upto 150Mm Th. 229 ( Ii ) Above 150Mm Th. 230 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand 231 Labour For Boring ( Horizontally ) Through Any Kind / Type Of Soil For Road Crossing Of Laying Distribution System Including Hire Charges And Labour For Supplying Of Suitable Diameter Crossing Up To Full Width Of Road With Necessary Tools, Tackles Including Necessary Arrangement For Boring And Pushing Required Including Fitting, Fixing, Jointing, Pumping Out Accumulated Water, Lighting Arrangement, Sealing Of Two Casing Ends By B / / W ( 1:4 ) Etc. Complete As Per Direction Of Elc.80 Mm Dia To 100Mm Dia 232 150Mm Dia To 250 Mm Dia 233 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( Avg.Distance 30 Km. ) A ) Pakur Variety 234 Making Barricading Of Excavation Trenches Of Road Width Upto 15Mtr. To Avoid Any Accident By Providing 75Mm Dia Bamboo Post Placed Vertically & Horizontally With The Help Of 6”Size Iron Rail As Per Direction And Satisfaction Of Eic. ( Applicable Where Critical Situation Arise And Take Up The Work As Per Direction Of Eic ) 235 Making Lighting Arrangement For Continuation Work During Night Including All Charges ( Applicable Exclusively For Emergency Situation And As Per Direction Of Eic. ) 236 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic.A ) Above 30 Km Upto 40 Km 237 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic 238 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structuresin Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 239 A ) Construction Of Rcc Street Stand Post ( 700Mm Height ) Of Rcc ( 1:1.5:3 ) Footing Over 75Mm Thick 4:2:1 P.C.C Over A Single B / F Soling With 1% Reinforcement, Connected With Saddlepiece & 15Mm Dia Brass Ferrule With Supplying Fitting, Fixing 15Mm Dia G.I. Nipple, G.I.Socket, G.I. 200Mm X 150Mm Reducing Elbow And 20Mm Dia Gi ( M ) Tata Pipe Of ( Avg. ) 2.6Mtr. Long And One 15Mm Dia Alloy Iron With Brass Spindle Bib Cock With Socket And 20Mm G.I. Elbow 2Nos. With 15Mm Gi ( M ) Tata Pipe Of 0.225Mtr. For Connection Of Stand Post To Distribution Line As Per Deptt. Design And Drawing As Per Direction Of Eic Along With Construction Of Platform Of Size Cc Platform ( 1:2:4 ) Over A Single B / F Soling Below G.L Over 150Mm.Thick Sand Filling, Neat Cement Finish Over Platform And Inner Side Of Band And 15Mm Thick Cement Plaster ( 4:1 ) On Top Of Platform Band And Outside Upto G.L. As Per Deptt. Drawing And As Per Direction Of Eic 240 Providing Fhtc From The Existing Ci / Di / Upvc / Hdpe / Gi / Ac Distribution Pipeline By Installing 10 Mm Nb Gun-Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On The Said Pipeline With Supply, Fitting & Fixing Of All Other Accessories Like Saddle Piece Of Required Size To Fit The Existing Distribution Pipeline, Specials, Nut & Bolts, Rubber Sheet, Washers Etc And Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe100, Pn16 ) / 20 Mm Od Ppr-C ( Class-Sdr 7.4 / Pn-16 ) Pipe ( Average 15M Length ) With All Necessary Specials 1.0 Meter Below The Ground Connecting The Ferrule / Flow Control Valve Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Direction Of The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The Household Or As Directed By Eic. Supply And Installation Of A 15Mm Dia. Alloy Iron Bib Cock ( Tested To 21 Kg / Cm2 ) Above 1.0 Mtr. From Ground, An Alloy Stop Cock Of 15 Mm Dia. With Brass Spindle ( Tested To 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.I Pipe Of Tata Make ( Medium Duly ) Of 2 Meter Length With All Necessary Specials To Continue From The End Of The Hdpe / Pvc / Ppr-C Pipe And Up To 1.0 M Above Ground Within The Premises Of Household.Note :1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd -1785 And Threaded To Match With Gi Pipes As Per Is : 1239 ( Part - I ) .2. Rate Is Exclusive Of Supply And Delivery Of 10Mm Nb Gun-Metal Ferrule.3. Payment Of Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe100, Pn16 ) Pipe With All Necessary Specials 1.0 Meter Below The Ground Will Be Made On Actual Measurement Basis.The Rate Of This Item Is Rs. 117 / - Per Meter.A ) Upto 10M Length 241 B ) Above 10M Uoto 20M Length 242 Construction Of Platform Of Size 600Mm X 600Mm ( Inner Dimension ) Having 125Mm Thick Brick Edging With 125Mm X 125Mm Rcc ( 1:1.5:3 ) Support Of Providing Fhtc As Per Relevant Drawing ( Dwg. No. Pc1 / Platform For Fhtc / 13 / 2022 ) , Specification And As Per Direction Of Engineer-In-Charge. 243 Collection Of House Hold Details At Prescribed Format Through Mobile App / Hard Copy Including Geo- Reference As Directed By Eic And Submission Of The Same To Phe Dte In Soft Copy. 244 Making Village Road ( Av.3M Width Crossing By Horizontal Boring For Accomodation Of Laying Of Av.3 ( Three ) Nos.15Mm Dia. Pipes For Fhtc Or As Per Direction Of Eic. 245 Management Of Waste Water As Per Goi Requirement From Street Stand Post / Community Tank By Providing Connection To The Existing Sewerage / Drainage Network, If Any, Or By Making Suitable Arrangement ( E.G.Soak Pit Etc. ) For Final Disposal Of Waste Water After Treatment, If Necessary. 246 Add Gst @18% On Sum Of Item No. 1 To 245 247 Add Cess @1% On Sum Of Item No. 1 To 246
