Excavation For Foundation In Earth, Soils Of All Types, Sand, Gravel And Soft Murum For Lift Up To 1.5 M Including Removing The Excavated Material Up To A Distance Of 50 M. Beyond The Building Area And Stacking Or Spreading As Directed, Preparing The Bed For The Foundation And Ramming, Watering, Including Shoring And Strutting As Necessary Complete. The Rate Also Includes Cutting / Breaking Concrete / Brick Or Stone Works, Tree Roots, Encountering During The Excavation And Loading, Unloading And Carting Away The Surplus Earth From The Banks Premises To Authorized Municipal Dump Site, Etc. Complete All As Directed By The Bank?S Engineer.. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No1 ) Excavation For Foundation In Earth, Soils Of All Types, Sand, Gravel And Soft Murum For Lift Up To For Depth Exceeding 1.5 M, But Not Exceeding 3 M And Excluding Carting Away The Surplus Earth From The Banks Premises To Authorized Municipal Dump Site, Etc. Complete. Complete All As Directed By The Bank?S Engineer. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No1. A ) Refilling In Trenches, Plinth And Floors With Approved Murum From Available Excavated Materials / Stuff From Foundation With Soft Material First Over Pipeline And Then Hard Material In 15Cm To 20Cm Layers With All Leads And Lifts, Including Compaction, Watering, Consolidation, Surcharging, Etc. Complete. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No1. B ) Providing And Laying In Situ, Cement Concrete M10 ( 1:3:6 ) Of Trap / Granite / Quartzite / Gneiss Metal For Leveling Surface Of Plinth Floor And Bedding Including Plywood / Steel Formwork Bailing Out Water, Compacting, Finishing Uneven And Honeycombed Surface, Curing Etc. Complete. The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only. Newly Laid Concrete Shall Be Covered By Gunny Bag, Plastic, Tarpaulin Etc. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No2 ) Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M25 Grade Cement In Foundation Like, Footing Of Rcc Columns And Plinth Beams Including Normal Dewatering, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying, Finishing Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineerincharge. Etc. Complete. The Quoted Rate Shall Include The Cost Of Mild Steel / Densified Plywood Formwork, Centering, Shuttering Where Ever Required With Adequate Bracing, Strutting, Propping, Etc., Including Cost Of Deshuttering And Decentering At All Levels, Etc Complete All As Directed. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No3 ) Same As Item No.3 Above But For Rcc Work In Brace Beams, Columns, Etc. All Works Above Plinth Level Up To Floor V Level / Base Slab At Level 15 M All As Per Approved Drawings. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No3a ) Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M30 Grade Cement Concrete For Reinforced Cement Concrete Work In Foundation In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineerincharge. Etc. Complete. The Quoted Rate Shall Include The Cost Of Mild Steel / Densified Plywood Formwork, Centering, Shuttering Where Ever Required With Adequate Bracing, Strutting, Propping, Etc., Including Cost Of Deshuttering And Decentering At All Levels, Etc Complete All As Directed. All Works Up To Plinth Level Including All Lead And Lift, Compacting, Using Vibrator, Curing, Finishing All As Per Approved Drawings.Etc. Complete. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No4 ) Same As Above Item No. 3 Above But For Rcc Work In Base Beams, Slabs , Walls, Roof Slabs Etc. All Works Above Plinth Level And Up To Floor V Level / Roof Slab At Level 19 M Etc. All As Per Approved Drawings. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No4a ) Providing, And Fixing In Position Various Diameter ( 8Mm, 10Mm, 12Mm, 16Mm, 20Mm ) Of Tor Steel Reinforcing Bars As Per Schedule For Rcc Footings, Rafts Foundation, Column, Beam, Slabs And Walls Etc. As Per Detailed Drawings And Schedules Including Straightening, Cutting, Bending, Hooking Bars And Binding The Same With Annealed Binding Wire Of 20 Swg. Including Cover Blocks Wherever Necessary Etc. Complete All As Directed By Engineer In Charge. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No5 ) Providing, Fabricating And Fixing 25Mm Dia. G.I. Pipe Railing Of Approved Pattern With Vertical Post At 90Cm C / C And Horizontal Bracings At 30Cm C / C As Required At Site And As Directed. The Quoted Rate Shall Includes C / C And Horizontal Bracings At 30Cm C / C As Required At Site And As Directed. The Quoted Rate Shall Includes Carefully Cutting Concrete With Core Cutter , Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Roof Floor Slab With Suitable Arrangement , Repairing Damaged Surface And Painting The Gi Post And Supports With 2 Coats Of 1St Quality Synthetic Enamel Paint Over A Coat Of Metal Primer Of Approved Makes, Etc. Complete All As Per Detailed Specifications And As Directed By The Bank?S Engineer. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No6 ) Providing And Fixing In Position 90Cm Dia. Ci Covers And Frame ( Heavy Quality ) Of Approved Make For Manhole Chambers Of Water Tanks Including Properly Embedding Frame And M.S. Hold Fast In Collation With Concrete, Formwork, Finishing, Curing Etc. Complete. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No7 ) Providing & Fabricating M.S. Ladder Using M.S. Angle, Round Pipe, Flats Etc. All Per Approved Design And Pattern And Fixing In Position Including Cost Of Fabrication, Scaffolding, Erection And Fixing In Collation With Cast Insitu Cement Concrete Of Columns, Slabs Etc. ( Concrete To Be Paid Under Separate Item As Above ) And Painting The M.S. Post And Supports With 2 Coats Of 1St Quality Synthetic Enamel Paint Over A Coat Of Metal Primer Of Approved Makes, Etc., Complete All As Directed By Engineer In Charge. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No8 ) Providing And Fixing In Position Isi Marked Heavy Grade I.E. Heavy Grade ( C Class ) 80Mm Dia. Gi Pipe As Directed. The Quoted Rates Shall Also Be Inclusive Of The Making Connections With The Existing Supply Lines / Water Tanks Etc. Including Alterations And New Specials For Existing Line If Required. Before Concealing Testing Of The Entire Pipe Line Is To Be Done. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No9 ) Providing And Supplying Isi Mark C.I. Double Flange Sluice Valves Of 80Mm Dia. ( Confirming For Is2906 / 14846 ) Including Worn Gear Arrangements As Per Test Pressure, Stainless Steel Spindle, Caps And Lowering, Lying And Jointing In Position Including Cost Of Gaskets, Bolt, Nut And Any Other Material Required For Jointing And All Labour And Giving Satisfactory Hydraulic Testing Etc. Complete. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No10 ) Providing And Supplying Isi Marked S&S Ci Standard Specials 150Mm Dia. ( Vent Cowls, Spuncast ) With Connecting Piece Of Ci Pipes Including Lead Joints, Painting And Labour Of All Description Etc. Complete. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No11 ) Providing And Supplying Isi Mark G.M. Valves Of 80Mm Dia. Including Wheel Arrangements As Per Test Pressure, Stainless Steel Spindle, Caps And Placing, Fixing And Jointing In Position Including Cost Of Gaskets, And Any Other Material Required For Jointing And All Labour And Giving Satisfactory Hydraulic Testing Etc. Complete. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No12 ) Making Cross Connection To Existing Distribution Main Of Any Type Including Excavation, Breaking And Removing Exiting Pipes, Lowering, Laying Of Specials And Pipes In Their Position, Refilling, Closing The Water Supply In That Area, Dewatering And Restarting The Water Supply Etc. Completed As Directed By Engineer In Charge For The 50Mm To 80Mm Dia. Existing Pipe Line Irrespective Of Branch Pipe Line By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete ( The Number Of Joints Involved Will Be Paid Separately Depending Upon The Nature Of Joints And Required Pipes Valves And Specials Will Be Supplied Free Of Cost At Stores ) ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No13 ) Shifting Of Existing Service Connection On New Laid Pipe Line Including Header And Specials I.E Ferrul, Coupling Union, Double Nipple, Elbow, Bend, Barrel Pieces Up To 10 M Length, And Dismantling Existing Consumer Service Connection Including Excavation, Refilling And Rein Staining Of Service Road Surface Including All Labour And Material Charges Etc Completed For 100 Mm Dia Service Connection ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No14. I ) Shifting Of Existing Service Connection On New Laid Pipe Line Including Header And Specials I.E Ferrul, Coupling Union, Double Nipple, Elbow, Bend, Barrel Pieces Up To 10 M Length, And Dismantling Existing Consumer Service Connection Including Excavation, Refilling And Rein Staining Of Service Road Surface Including All Labour And Material Charges Etc Completed For 20 / 25 Mm Dia Service Connection ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No14. Ii ) Providing And Plastering 20Mm Thick Water Proof Cement Plaster In Cm 1:3 ( 1 Cement: 3 Coarse Sand ) To The Rcc Walls And Base Of Water Tanks, Roof Slabs Etc Mixed With Approved Waterproofing Compound As Per The Manufacturer?S Specifications And Finished Smooth With A Floating Coat Of Neat Cement Mixed With Water Proofing Compound In Recommended Proportion, Curing Etc, Complete At All Levels And As Directed By Engineerincharge. The Rate Includes Thoroughly Cleaning The Surface Using Wire Brush And Preparation Of Surface Before Application Of Water Proofing Plaster Etc. Complete At All Levels All As Directed. ( The Rate Shall Include For Necessary Water Ponding Test For 245 Hours. ) The Rates Shall Include For Submission Of The Performance Guarantee For The 10 Years In Prescribed Proforma On Stamp Paper Of Required Value. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No15 ) Providing And Applying Integral Crystalline Slurry Of Hydrophilic In Nature For Waterproofing Treatment To The Rcc Walls And Base Of Water Tanks, Roof Slabs Etc., Prepared By Mixing In The Ratio Of 5 : 2 ( 5 Parts Rcc Walls And Base Of Water Tanks, Roof Slabs Etc., Prepared By Mixing In The Ratio Of 5 : 2 ( 5 Parts Integral Crystalline Slurry : 2 Parts Water ) For Vertical Surfaces And 3 : 1 ( 3 Parts Integral Crystalline Slurry : 1 Part Water ) For Horizontal Surfaces And Applying The Same From Negative ( Internal ) Side With The Help Of Synthetic Fiber Brush. The Material Shall Meet The Requirements As Specified In Aci2123r2010. The Crystalline Slurry Shall Be Capable Of Selfhealing Of Cracks. The Work Shall Be Carried Out All Complete As Per Specification And The Direction Of The Engineerincharge. The Product Performance Shall Carry Guarantee For 10 Years Against Any Leakage. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No16 ) Providing And Constructing 230 Mm. Thick Brick Masonry With Locally Available Best Quality Well Burnt Bricks In Cement Mortar 1:6 In Super Structure At All Heights Including Striking Joints, Racking Out And Filling Of Joints, Curing, Scaffolding Etc. All Complete As Directed By The Engineerincharge. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No17 ) Masonry Providing And Constructing Brick Masonry Inspection Chamber 1.20 X 1.20 X 1.0 M Comprising Of 230Mm Thick Brick Masonary In C.M. 1:6 Proportion, 1:3:6 Proportion Pcc Bedding, Cement Plaster In C.M. 1:4 Including Precast Rcc Frame And Cover, Excavation, Refilling, Curing, Testing Etc. Complete As Directed By Engineerincharge. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No18 ) 15Mm Average ) Providing And Applying 15Mm Thick ( Average ) Cement Plaster In Cm 1:4 ( 1 Part Of Cement And 4 Parts Of Sand ) Mix To Walls, Concrete Column, Coping And Finish Shall Match The Adjacent Surface And Other Places Including Scaffolding, Curing Etc. Complete. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No19 ) Providing And Laying Minimum 18 Mm. Thick Sand Face Cement Plaster With Double Coat Having Minimum 12 Mm. Thick Base Layer In C.M. 1:4 And Second Coat Minimum 6 Mm. Thick With C.M. 1:3 Mixed With Approved Waterproofing Compound As Per Manufacturers Specifications All Complete As Per The Detailed Specifications And As Directed By The Bank?S Engineer. The Thickness Shall Be Such As To Match The Surrounding Plastered Surface In Proper Line Plumb And Level Including Scaffolding And Curing, Making Groove At Joint Of Brick Masonry And Concrete Members. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No20 ) Skirting Providing And Fixing 20 Mm Thick Machine Cut Prepolished Kota Stone Slab For Flooring / Skirting, Laying Over The 20Mm ( Avg. ) Thick Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Making Pattern, Rubbing And Polishing , Curing, Cleaning Etc. Complete All As Directed By Engineer Incharge. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No21 ) Providing And Applying Two Or More Coats Of Acrylic Elastomeric Waterproof Emulsion Paint Of Exterior Quality Of Approved Make And Shade To New Exterior Surfaces Of Rcc Walls And Roof In Two Coats Over A Coat Of Approved Primer As Per Manufacturers Specification, Preparation Of The Surfaces As Per The Detailed Specifications, Double Scaffolding Etc. All Complete As Directed By The Engineerincharge. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No22 ) Providing And Fixing Best Quality Locally Available Teak Wood Frame 65 Mm X 100 Mm For Main Door Without Ventilator, Including All Moldings, Chamfering, Rounding, And Ms Fish Tailed Holdfasts Necessary Modification Of Shutter Or Cut To Required Size, With Hardware Fixtures Etc. Complete All As Directed By The Engineerincharge. The Quoted Rate Shall Include Providing And Applying Two Coats Of Synthetic Enamel Paint To Wood Surfaces Over Coat Of Approved Wood Primer Including Preparing The Surface By Scrapping, Etc. Complete As Per Manufacturers Specifications And As Directed By The Engineer Incharge. The Quoted Rates Shall Also Include Providing And Applying Protective Coating Of Antitermite Paint Of Approved Make On Wooden Surfaces In Contact With Masonry / Concrete. Workmanship Shall Be As Per Detailed Specifications And As Directed By The Bank?S Engineer ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No23 ) Coated Window Supplying And Fixing In Position Aluminum Powder Coated Three Track Glazed Sliding Window Shutters With 4Mm Thick Clear Glass Panes And Powder Coated Aluminium Diamond Shape Grill Of Grid Size 40Mm X 40Mm Fixed With U Channel Section To Existing Window Frame In Approved Pattern Using Approved Quality And Make Of Aluminium Extruded Section, Of Required Section Size 60Mm X 40Mm In Overall , Shutter Section Made Of 18Mm X 40Mm Size Having Avg. Weight 0.32Kg Per Running Metre Including Using Aluminium Glazing Clips / Metal Beading With Screws, Necessary Auto Locking Arrangement , Built In Handles And Shutters To Be Provided With Nylon Encased Stainless Steel Rollers, Etc. Complete All As Required At Site. ( For Detailed Description Of The Work, Please Refer Parti And Partii, Item No24 )
