Different Works Related To Water Supply Scheme At Singari & Its Adjoining Mouzas Water Supply Scheme Within Mayureswar-Ii Block Including Supply Of All Labour & Materials Underbirbhum Division, Phe Dte. ( Sl. No.5 ) -Sinking Of Tubewell- 2 Nos. ( Annexure I ) Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 2 Drilling By Direct Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Ratefor Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Ratefor Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Ratefor Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate. From 6 Mtr. To 60 Mtr. 3 From 60 Mtr. To 90 Mtr. 4 From 90 Mtr. To 120 Mtr. 5 From 120 Mtr. To 150 Mtr. 6 From 150 Mtr. To 180 Mtr. 7 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc. 8 Cost Of Consumables For Drilling Rigs And Machineries. 9 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Includingto & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 10 Water Sample Collection And Chemical Test Including Arsenic Test. 11 Transportation Cost Of Drilling Equipmentand Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloadingthe Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 250 Mm Dia. ) 13 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 150 Mm Dia. ) 14 Supply And Delivery Of Upvcdeep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) 150 Mm Dia. 15 Supply And Delivery Ofupvcreducer 250Mm X 150Mm Dia. 16 Supply And Delivery At Site Of Upvc End Cap. ( 250 Mm Dia. ) 17 Supply And Delivery At Site Of Upvc End Cap. ( 150 Mm Dia. ) 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 21 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 : 1986. 22 Electro-Logging Charge. 23 Trial Boring Of Tube-Welldrilling By Reverse Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Rate For Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Rate For Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Rate For Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate.From G.L. To 60 Mtr. 24 From 60 Mtr. To 90 Mtr. 25 From 90 Mtr. To 120 Mtr. 26 From 120 Mtr. To 150 Mtr. 27 From 150 Mtr. To 180 Mtr. 28 Cleaning Compound Premises Of Shrubs, Plants, Jungled Etc. As Per Direction Of E.I.C. 29 Soil Test For Ohr- 1 No. ( Annexure Ii ) Mobilisation 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. 30 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 ) 31 Ii ) Depth Greater Than 10 M & Upto 20 M 32 Iii ) Depth Greater Than 20 M & Upto 30 M 33 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 34 B ) 10.00 - 20.0 M 35 C ) 20.00 - 30.0 M 36 Ii ) Collection Of Samples From The Bore Hole ( A ) Disturbed 37 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 38 B ) 10.00 - 20.0 M 39 C ) 20.00 - 30.0 M 40 Laboratory Investigation :I ) Liquid Limit As Per Is 2720 ( Part – V ) . 41 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 42 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) . 43 Iv ) Grain Size Analysis By Hydrometer Method As Per Is 2720 ( Part – Iv ) . 44 V ) Determination Of Water Content As Per Is 2720 ( Part – Ii ) . 45 Vi ) Determination Of Specific Gravity As Per Is 2720 ( Part – Iii ) . 46 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 47 Viii ) Determination Of Unconfined Compressive Strength As Per Is 2720 ( Part-X ) ( I ) Undisturbed 48 Ix ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 49 X ) Tri-Axial Shear Test :A ) Determination Of Shear Strength Parameters Of A Specimen Tested Inunconsolidated Undrained Tri-Axial Compression Without Measurement Ofpore Water Pressure As Per Is 2720 ( Part –Xi ) . 50 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. 51 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. 52 Construction Of 150 Cum Ohr- 1 No. ( Annexure Iii ) 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. A ) Depth Of Excavation Not Exceeding 1500 Mm 53 B ) Depth Of Excavation For Additional Depth Beyond 1500Mm And Upto 3000Mm. ( But Not Requiring Shoring ) . 54 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 ) 55 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 ) For Additional Depth Beyond 1.5M And Upto 3.00M. 56 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. 57 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 58 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. 59 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. ) 60 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. 61 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 62 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 63 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 64 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 65 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 66 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 67 B ) 7Th Floor 68 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. 69 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. 70 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. ) 71 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 . 72 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 73 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 74 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 75 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 76 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Top Of Heal Beam 77 G ) 6Th Floor I.E. From Top Of Heal Beam To Top Ofshell Wall 78 H ) 7Th Floori.E. From Top Of Shell Wall To Rest 79 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. 80 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 ) . 81 Supplying, Fitting, Fixing Fly / Mosquito Proof Nylon Net On Any Type Of Window, Doorshutter Frame With Necessary Fixing Arrangements Complete. 82 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. 83 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 84 B ) 6Th Floor 85 C ) 7Th Floor 86 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 87 M.S. Gate Of Jail Type As Per Approved Design Made Of Strong M.S. Frame Work, Intermediate Stiffeners And Round / Square Bars Or Angles. M.S. Sheet ( Not Less Than 14 Gauge ) Gussets, Cleats Etc. Including Necessary Riveting, Bolting, Welding, Locking And Hanging Arrangements, Fitting And Fixing Complete As Per Direction Of The Engineer-In -Charge. 88 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 ) 89 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 ) 90 Supplying At Site Hoisting, Fitting, Fixing Erecting And Building In Position Where Necessary 450Mm.Wide Ladder As Per Design Consisting Of 2Nos. M.S.Plate Of 8Mm.Thick With Necessary Base Plate 60Mm Wide; And 16Mm.Dia M.S.Round Or Square Bar As Steeps Placed @ 300 C / C Including Fabrication, Welding Drilling Etc. As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Red Lead Primer Etc. All Complete As Per ;Direction Of The Eic 91 Supplying Fitting And Fixing In Position C.I Manhole / Pit Cover With Rim.A ) Square.I ) 600 X 600Mm ( 50Kg.Approx ) . 92 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 93 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 94 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 95 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 96 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 97 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 98 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 99 G ) 6Th Floor I.E.From Bottom Of Heal Beam To Top Of Ring Beam 100 H ) 7Th Floori.E. From Ring Beam To Rest 101 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 102 B ) 7Th Floor 103 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. ) 104 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. 105 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 106 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 107 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 108 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 109 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 110 F ) From Top Of 5Th Bracing To Top Of Heal Beam 111 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 112 H ) From 1 / 3Rd Of Shell Wall To Rest 113 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 114 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 115 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 116 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 117 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 118 F ) From Top Of 5Th Bracing To Top Of Heal Beam 119 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 120 H ) From 1 / 3Rd Of Shell Wall To Rest 121 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window, Ceiling, Floor, Drain Etc. 122 Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothing Surface By Sand Pepering Etc. 123 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 ) 124 Painting With Ready Mixed Black Japan Of Approved Make And Brand Including Smoothening Surface.Two Coats. 125 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 ) ) 126 Disinfection And Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Etc. Complete. 127 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 ) 150Mm.Dia . 128 B ) 100Mm.Dia . 129 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 ) 150Mm.Dia . 130 B ) 100Mm.Dia . 131 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 ) 150Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 132 B ) 100Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 133 Hoisting, Fitting, Fixing Of Ci Bell Mouth With Puddle Collar In Rcc Work As Per Drawing Specification Complete In All Respect.A ) 150Mm.Dia . 134 B ) 100Mm.Dia . 135 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 ) 136 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 ) 137 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 ) 150Mm.Dia . 138 B ) 100Mm.Dia . 139 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 ) 140 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. 141 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 142 Site Clearence By Removing All Unserviceablematerials, Debris Etc. All Complete As Per Direction Of E.I.C. 143 Construction Of 2 Nos Pump House And Boundary Wall With Land Development ( Annexure Iv ) 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.Depth Of Excavation Not Exceeding 1, 500 Mm. 144 Filling In Foundation Or Plinth By Silver 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. 145 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming Anddressing Bed To Proper Level And Filling Joints With Local Sand. 146 Ordinary Cement Concrete ( 1:2:4 ) With Graded Stone Chips ( 20 Mm Size ) Nominal Size Excluding Shuttering And Reinforcement , If Any In Ground Floor As Per Relevant Is Code. ( A ) Pakur Variety 147 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 As Per Relevant Is Codes. Pakur Variety 148 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 ) ( A ) With Earth Obtained From Excavation Of Foundation. 149 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.A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . I ) Top Steel / Mild Steel [ I. Sail / Tata / Rinl=> Rs.-53241.00 / M; Ii. Other Than Sail / Tata / Rinl=> Rs.-51991.00 / Mt ] 150 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Foundation And Plinth. 151 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 152 125 Mm Thick Brickwork With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 153 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 Mtr Using Approved About Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams, Columns, Lintels, Curved Or Straight Including Fitting, Fixing & Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge. 154 25 Mm Thick Damp Proof Course With Cement Concrete With Stone Chips ( 3:1.5:1 ) ) ( With Gradedstone Aggregates 10 Mm Normal Size ) And Paintingthe Top Surface With A Coat Of Bitumen Using 1.7 Kg Per Sq M Including Heating The Bitumen And Cost And Carriage Of All Materials Complete. 155 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand & Cement Mortar Includgrounding Off Or Chamfering Corners As Directed A Ramming Out Joints Or Roughening Of Concretesurface By Chamfering Etc. Including Threading Noising And Drip Course Where Necessary. ( Ground Floor ) I ) With 1:6 Cement Mortar.20 Mm Thick Plaster 156 I ) With 1:6 Cement Mortar.15 Mm Thick Plaster 157 I ) With 1:4 Cement Mortar.10 Mm Thick Plaster 158 Supplying Fitting, Fixing- Openable Steel Windows As Per Is Sizes With Side Hung Shutters And Horizotal Glazing Bars With / Without Fixed Type Ventilators. [ The Extra Rate Admissible For The Openable Portion Only ] ( P-82, I-33 ) 159 Supplying 1.5Mm Thick M.S. Sheet Fitted And Fixed On One Or Both Faces Of M.S. / W.I. Gate Etc. With Point Welding At Not More Than150mm Apart Complete In All Respect As Per Design Including Cost Of All Labour And Materials 160 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. ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr.Rs.- 8247.00 / Qt, ( Ii ) Grill Weighing Above 16 Kg. / Sq.Mtr And Abovers.-8053.00 / Qt. 161 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufactureS Specification In Ground Floor. A ) Two Coats ( On New Cement Plaster Surface ) 162 White Washing Including Cleaning And Smoothening Surfacethoroughly.A ) 3 Coats. 163 B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 164 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 Necessaryb ) On Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) ( Hi Gloss ) 165 Number Plaque Of Buildings ( Plaque Size Upto 225 Mm X 225Mm ) Made Of Cement Plaster ( 2:1 ) On Face Of Wall Or Plinth , With 50 Mm Size Letters P.H.E. And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters Complete As Per Direction. ( Cement = 1 Kg / No ) 166 Supplying, Fitting And Fixing PeetS Valve Fullway Gunmetal Standard Pattern Best Quality Of Approved Brandbearing I.S.I. Marking With Fittings . ( Tested To 21 Kg / Sq.Cm. ) ( For Water Lines Only ) .- 15 Mm. Dia. 167 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 Usersa ) With Pakur Variety. ( Sail / Tata / Rinl ) 168 Supplying, Fitting & Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make Supplied , Fitted Fixed In Positioncomplete Excluding P Or S Trap. ( Excluding Cost Of Concrete For Fitting ) I ) 530Mm X 410 Mm 169 Supplying Fitting And Fixing10 Litre Pvc Low-Down Cisternof Conforming To I.S. Specification With Pvc Fitting Complete C.I.Make With Either Side Or Bottom Brackets Including Two Coats Of Painting To Brackets. 170 Supplying Pvc Water Storage Tank Of Approved Quality With Closed Lid ( Black ) -Multilayer. A ) 500 Litre Capacity. 171 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 Brick Work ( 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 From The 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. ( Sail / Tata / Rinl ) 172 Supplying, Fitting & Fixing Upvc Pipes A-Type And Fittings Conforming To Is:13592-1992 With All Necessary Clamps Nails, Including Making Holes In Walls, Floor Etc. Cutting Trenches In Any Soil Through Masonry Concrete Structures Et. If Necessary And Mending Good Damages Including Joining With Jointing Materials ( Spun Yarn, Valamoid / Bitumen / M-Seal Etc ) Complete. ( A ) 75Mm. Dia. 173 Supplying, Fitting And Fixing Fan Hook For Ceiling With1 Metre Long16mm Dia Rod Complete Including Mending Damages .Payment For Damage And Repair To Be Made Separately. 174 Wash Basin White Vitreous China Of Approved Make ( Without Fittings ) Supplied , Fitted And Fixed In Position On 75Mm X 75Mm X 75Mm Wood Blocks And C.I. Brackets Including Two Coats Of Painting Of C.I. Brackets. ( A ) 450 Mm X 300 Mm Size. 175 Supplying, Fitting And Fixing Approved Brand P.V.C. Connector White Flexible, With Both Ends Coupling With Heavy Brass C.P. Nut, 15 Mm Dia. ( A ) 900 Mm Long. 176 Cutting Holes And Subsequent Mending Good Damages. 177 Supplying , Fitting And Fixing 30 Mm. Thick Both Side Prelaminated Factory Made Solid Panel Pvc Door Shutter Consisting Of Outer Frame Made Out Of Ms Tubes Of 19 Gauge Thickness And Size 19 Mm. X 19 Mm. For Styles, Top And Bottom Rails, Ms Frame Shalll Have Cost Of Steelprimers Of Approved Make And Manufacture, M.S Frame Cover With 5 Mm.Thick Head Moulded Pvc C Channel Of Size 30 Mm. Thick 70Mm. Width Out Of Which 50 Mm. Shall Beflat And 20Mm. Shall Be Tapered In 45 Degree Angle Of Either Side Forming Styles, And 5Mm Thick 95 Mm. Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Tapered In 45 Degree On The Inner Side Toform Top & Bottom Rail And 115Mm.Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Shall Be Tapered On Both Sides To Form Lock Rail. Top Bottom And Lock Rails Shall Be Provided Either Side Of The Panel With 10Mm. ( 5Mm. X 2 Mm. ) Thick , 20 Mm. Wide Cross Pvc Sheet As Gap Insert For Top Rail And Botttom Rail Sheet To Be Fitted In The M.S Frame Weled / Sealed Tothe Styles &Rails With 7 Mm. ( 5Mm. + 2 Mm. ) Thick X 15 Mm. Wide Pvc Sheet Beading On Inner Side And Joint Together With Solvent Cement Adhesive . An Additional 5 Mm. Thick Pvc Strip Of 20 Mm. Which Is To Be Stuck On The Interior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Com Excluding All Necessary Hardwire As Per Direction Of The E.I.C In Ground Floor. 178 Supplying Fitting Approved Type Ventilator In Position After Cutting Holes In Walls, Setting In Cement Mortar, Mending Damages To Wall And Plaster And Two Coats Of Paint Of Approved Brand Sand Shade .Payment Of Mending Two Damages Of Wall & Plaster And Painting To Be Made Separately.R.C.C. Ventilator Of 20 Mm Thick - Upto 0.10 Sq.M. Area 179 Constructing Inspection Pit Of Inside Measurement 600 Mm X 600 Mm X Upto 600 Mm ( Depth ) With 250 Mm Thick 1St Classbrick Work In Cement Mortar ( 1:4 ) On All Sides , Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling, 15 Mm Thick ( 1:4 ) Cement Plaster To Inside Walls And Outside Walls Upto Gl And 20 Mm Thick ( 1:4 ) Plaster To Bottom Of The Pit, Providing Necessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing To Entire Internal Surfaces, Top Of The Pit Covered With 100 Mm Thick Rcc Slab ( 1:1.5:3 ) With Stone Chips And Necessary Reinforcements Upto 1% And Shuttering Including 6 Mm Thick Cement Plaster ( 1:4 ) In All External Surfaces Of The Slab And One 560 Mm Dia Rcc Manhole Cover Of Approved Make Supplied, Fitted And Fixed In The Slab With Necessary Fittings, Necessary Earth Work In Excavation In All Sorts Of Soil, Filling Sides Of The Pit With Earth And Removing Spoils After Work Complete In All Respects With All Costs Of Labour And Materials. -With Pakur Variety. 180 Supplying , Fitting And Fixing Cast Iron P Or S Trap Conforming To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .- S Trap - 100 Mm. 181 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq.Cm. - 15 Mm. Dia. 182 Supplying, Fitting And Fixing Approved Patent Vent Cowl I.C.I. Conforming To I.S.S And Painting Two Coats To The Exposed Surface With Approved Paint Complete. ( Payment Of Painting Will However Be Paid Seperately ) .- 100 Mm Dia. 183 Supplying, Fitting And Fixing Pillar Cock Of Approved Make. A ) I ) Cp Pillar Cock-15 Mm ( Equivalent To Code No-507 & Model - Tropical / Sumthing Special Of Essco Or Similar Brand ) . 184 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. A ) With Carried Earth Arranged By The Contractor Within A Radius Of 3 Km. Including Cost Of Carried Earth. 185 Laying For Rising Main & Distribuition System With Fhtc ( Annexure V ) Carrying 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 Inexcavation 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 Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cableetc. ( Incaseof Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Beborne 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 Per Specification 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 Full Iii ) Thepipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.A ) 150Mm Dia. 186 B ) 200Mm Dia. 187 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 Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150Mm Dia. 188 C ) 200Mm Dia. 189 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 ) .A ) 200Mm Dia. 190 B ) 150Mm Dia. 191 C ) 100Mm.Dia . 192 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.B ) 150Mm.Dia.To 200Mm.Dia Pipe 193 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic.B ) 150Mm Dia. 194 C ) 200Mm Dia. 195 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( 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 Pipe.A ) 150Mm Dia. 196 B ) 200Mm Dia. 197 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 198 B ) 63Mm ( Od ) 199 C ) 75Mm ( Od ) 200 D ) 90Mm ( Od ) 201 E ) 110Mm ( Od ) 202 F ) 125Mm ( Od ) 203 H ) 160Mm ( Od ) 204 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 In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. 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 Pipe.A ) 150Mm Dia. 205 B ) 200Mm Dia. 206 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 207 B ) 63Mm ( Od ) 208 C ) 75Mm ( Od ) 209 D ) 90Mm ( Od ) 210 E ) 110Mm ( Od ) 211 F ) 125Mm ( Od ) 212 H ) 160Mm ( Od ) 213 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 Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 214 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 215 Dismantling All Type Of Plain Cement Concrete Works, Stacking Serviceable Materials Of Site And Removing Rubbish As Directed Within A Lead Of 75Mtr. For Laying All Dia Pipe Line In Ground Floor, Upto 150Mm Thick.A ) Upto 150Mm Thick 216 B ) Above 150Mm Thick 217 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In 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 Inrcc 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 ] I ) 80 Mm To 150 Mm Dia Pipe 218 Ii ) 200 Mm Dia Pipe 219 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. 220 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 221 Supplying Hdpe ( Materials Grade Pe-80 ) 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 Ofhydraulic 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 : Pn 6Ii ) Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials Butexcluding Cost Of Valvesa ) 50Mm ( Od ) 222 B ) 63Mm ( Od ) 223 C ) 75Mm ( Od ) 224 D ) 90Mm ( Od ) 225 E ) 110Mm ( Od ) 226 F ) 125Mm ( Od ) 227 H ) 160Mm ( Od ) 228 Providing Fhtc From The Existing Cl / Dl / Upvc / Hdpe / Gl / 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 ( Peioo, Pn16 ) Pipe ( Average 15M Length ) With All Necessary Specials 1.0 Metre Below The Ground Connecting The Ferrule 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.L Pipe Of Tata Make ( Medium Duly ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Hdpe / Pvc Pipe And Upto 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 Pipe As Per Is: 1239 ( Part-I ) .2. Rate Is Exclusive Of Supply And Delivery Of 10Mm Nb Gun Metal Ferrule.3. Payment Of Supply And Laying Of 15Mm Dia Nb Pvc ( Schedule 80 ) Or 20Mm Od Hdpe ( Pe 100, Pn 16 ) Pipe With All Necessary Specials 1.0M Below The Ground Will Be Made On Actual Measurement Basis. The Rate Of This Item Is Rs. 117 / -Per Metre.A ) Upto 10M Length 229 B ) Above 10M Upto 20M Length 230 Colection Of Household Details As Per Prescribed Formatthrough Mobile App / Hard Copies Including Geo Referance As Diected By E.I.C And Submission Of The Same To The P.H.E Dte.In Soft Copies. 231 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.A ) Pakur Variety 232 Cost For Boring Any Type Of Soil By Augor Boring ( Horizontal ) With Water Jet System Including Hire Charges Of Machine, Tools & Plants, All Complete With All Labour And Supply Of Water Etc. As Per Specification And Direction Of Eic.I ) 80Mm To 100Mm Dia. 233 Ii ) 125 Mm To 200 Mm Dia 234 Supplying, Fitting And Fixing In Position G.I. Pipes Of Tata Make For Underground Works With All Necessary Accessories, Specials Viz.Socket, Bend, Tee, Union, Cross, Elbow, Nipple, Short Piece Etc.Including Cost Of All Materials, Jointing Materials , Cutting Pipes, Making Threads, Cutting Trenches Upto 1.5 Metre Below Surface In All Sorts Of Soil And Refilling The Same As Directed With Two Coats Of Painting On G.I. Pipes And Specials With Bituminous Paint Complete In All Respect. ( Payment Will Be Made On The Centre Line Measurement Of The Total Pipe Line Including All Specials No Separate Payment Will Be Made For Accessories, Specials.Payment For Painting Will Be Made Seperately ) ( S & P Schedule, Page-2 ) H ) ( Ii ) 80 Mm Dia. Medium Quality. 235 Supplying, Spreading And Consolidating Stone Dust To A Depth Of 100 Mm And Above At Desired Density And C.B.R. As Per Specification With Power Roller To Proper Gradient And Camber Including Watering As Necessary, And Lighting, Guarding, Barricading And Making Adequate Earthen Bundh Where Necessary To Protect The Edges And Curing With Water For 2 To 3 Days, Mending Cracks And Depressions By Rolling Where Necessary Including All Incidental Charges Of Roller, Cost Of Fuel & Lubricants Complete As Per Specification. ( Ref ; Pwd Sor 17 , Page No 242 , Item No 4.06 ) 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 Eicf ) Above 40 Km Upto 50 Km 237 G ) Above 50 Km ( Extra Cost Per Km ) Extra 50 Km ( 4 Nos Truck X 50 Km Each = 200 Km )
