Construction Of New Two Class Room Building Olaipady Pums School Ho Olaipady Panchayat Veppur Block Perambalur District , Earthwork Excavation For Foundation (For Narrow Excavation) To Full Depth As Per Designed In All Soils And Sub Soils Except Soft Disintegrated Rock Not Requiring Blasting And Hard Rock Requiring Blasting And Bailing Water Wherever Necessary. Refilling The Sides Of Foundation With Excavated Earth Other Than Sand In Layers Of Well Rammed And Compacted And Depositing The Surplus Earth In Places Shown By The Departmental Officers With An Initial Lead Of 10M And Initial Lift Of 2M And Clearing And Leveling The Site Etc. Complete Complying With Standard Specification. , Supplying And Filling In Foundations And Basement With Filling M- Sand In Layers Not Exceeding 15 Cm.Thick,Well Watered,Rammed And Consolidated Etc. Complete Complying With Standard Specifications. , Plain Cement Concrete 1 : 4 :8 ( One Part Of Cement, Four Parts Of Sand And Eight Parts Of Hard Broken Stone ) Using 40 Mm Gauge Hand Broken Hard Broken Granite Stone Jelly Complying With Standard Specifications In Foundations And Basement. , Supplying And Filling Of Good Earth Filling Locally Available Earth Transported From The Outside Including Consolidation,Leveling Specifiedin Layers Of Not Exceeding 200 Mm Thick., Etc. Complete. , Supplying And Erecting Centering And Shuttering For Soffits Including Necessary Supports And Strutting Up To 3 M Height For Plane Surfaces As Detailed Below In All Floors With All Cross Bracings Using Mild Steel Sheets Of Size 90 X 60 Cm And 10 Bg Stiffened With Welded Mild Steel Angle Of Size 25Mm X 25Mm X 3 Mm For Boarding Laid Over Silver Oak Joists Of Size 10Cm X 6.50 Cm Spaced At About90 Cm Centre To Centre And Supported By Casurina Props Of 10Cm To 13 Cm Dia Spaced At Not More Than 75 Cm Centre To Centre Etc. Complete Complying With The Standard Specification.(Payment For Centering Shall Be Given After The Concrete Is Laid). , Plain Surfaces Such As Roof Slab, Floor Slab, Beams, Lintels, Loft, Sill Slab, Staircase Waist, Portico Slab And Other Similar Works. , Square And Rectangular Columns And Small Quantities Such As Sunshades, Parapet Cum Drops, Window Boxing, Fin Projections And Other Similar Works. , Providing And Laying In Position,M-20 Grade In Accordance With Is:456-2000, Using 20Mm And Down Grade Hard Broken Granite Stone Jelly For All Rcc Items Of Works With Minimum Cement Content Of 350Kg/M3 And Maximum Water Cement Ratio Of 0.50, Including Admixture (Plasticiser / Super Plasticiser) In Recommended Proportions As Per Is:9130 To Accelerate, Rated Setting Of Concrete, Improve Workability Without Impairing Strength And Durability With About (5.0 Cu.M) 7730Kg. Of 20Mm Machine Crushed Stone Jelly And With About (3.3Cum) 5156 Kg. Of 10-12Mm Machine Crused Stone Jelly And With About (4.79Cum) 7670 Kg Of Sand, But Excluding Cost Of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing, Etc.,And Providing Fixtures Like Fan Clamps In The Rcc Floor / Roof Slabs Wherever Necessary Without Claiming Extra, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements Of Is Standards. (No Separate Payment Will Be Made By The Department For The Excess Usage Of Materials). , Ground Floor , Steel - Fe 500 D: Supply, Fabrication And Placing Of Reinforcement Steel Of High Yield Strength Ribbed Bars Of Various Diameters And Grade Conforming To Is 1786 For Reinforced Concrete Work. The Work Includes Recoiling, Straightening, Cutting, Bending, Fabricating, And Placing In Position, At All Levels Including Lead And Lift, According To Drawings, Specifications Etc. Complete And Supply & Use Of 18G Black Annealed Binding Wire Double Fold To Tie The Bars In Position And Providing Precast Cement/ Pvc Cover Blocks For Main Reinforcement To Ensure Specified Cover And Complete., Including All Labor Charges Etc As Directed By Departmental Officers. , Brick Work In Following Cement Mortar 1:5 Using Best Quality Ii Class Table Moulded Bricks 83/4 X 41/4 X23/4 For Foundation And Basement Including Curing Etc.,Complete Complying With Standard Specification.Including Scaffolding Curing Cost Of Reinforcement Etc.All Complete As Per Specifications And Drawings As Directed By The Engineer In-Charge. , Ground Floor , Providing And Applying 10 Mm Thick Cement Plaster In Cement Mortar 1:3 ( One Part Of Cement And Three Parts Of Sand ), To Finishing The Exposed Surfaces Of R.C.C. Items Of Works Such As Roof (Or) Floor Slabs, Beams, And Sun Shades Etc.To Correct Plane And Level Including Scaffolding, Hacking Of Surface, Chiselling The Undulated Surface Wherever Necessary And Curing Etc., All Materials And Labour Complete In All Respects Including All Lead, Lift And Descent And As Directed By The Enineer In Charge. This Rate Includes The Cost Of Providing Cement Mortar Beadings For Sun Shades, Steps,Landing Slabs, Elevation Etc. Complete Complying With Standard Specifications. , Providing & Applying 12 Mm Thick Cement Plaster In Cm 1:5 (1 Part Of Cement: 5 Parts Of Sand) To Walls Internally In Single Coat At All Levels To Correct Line And Level Including Chicken Wire Mesh At All Joints Of Brick And Concrete Surfaces With Minimum Overlap Of 150 Mm In All Directions, Scaffolding, Rounding Off Or Chambering Of Corners, Offsets, Fin/ Bands, Projections, Etc. And Cleaning Of Surface, Raking Out Joints, Roughening Of Surface,Chiseling The Undulated Surface Wherever Necessary And Curing, Etc., All Materials And Labor Complete In All Respects Including All Lead, Lift And Descent Andas Directed. , Providing & Applying 20 Mm Thick Cement Plaster In Cm 1:5 (1 Part Of Cement: 5 Parts Of Sand) To Walls Externally In Single Coat At All Levels To Correct Line And Level Includingscaffolding, Rounding Off Or Chambering Of Corners, Offsets, Fin/ Bands, Projections, Etc. And Cleaning Of Surface, Raking Out Joints, Roughening Of Surface,Chiseling The Undulated Surface Wherever Necessary And Curing, Etc., All Materials And Labor Complete In All Respects Including All Lead, Lift And Descent Andas Directed. , Paving The Floor With Best Approved Quality Fine Polished Shahabadstone Slabs Of Size 600 X 600 Of 18 / 20Mm With Machine Cut Edges And Matching Marble Slab Not Less Than 100Mm Width Other Than Adanga Marbles As Border Laid Over A Cement Mortar Bed Of 20Mm Thick Using Cement Mortar 1:3 (One Cement And Three Sand) Fixing The Slabs In True Right Angles With Minimum Possible Width Of Joints And Pointing The Joints With White Cement Mixed With Mathcing Colouring Pigments And Polishing With Floor Polisher To A High Degree Of Finish Etc., The Kota Stone Slabs And Other Materials To Be Used Shall Be Got Approved By The Executive Engineer Concerned Before Use On Work, Etc., Complete As Per Standard Speicification , Providing Granolithic Floor Finish Of The Following Thickness With Plain Cement Concrete 1:2:4 (One Cement, Two Sand And Four Aggregate) Using 10 To 12Mm Gauge Hard Broken Stone Jelly Including Laying, Finishing And The Top Rubbed Smooth With Power Trawl, Thread Lining,Curing Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. (The Rate Is Inclusive Of Necessary Planking For Panellingwherever Necessary And As Directed By The Departmental Officers). , Providing, Fabricating And Fixing M.S. Grillswindows,And Ventilator, Gates, Ladders, Rail Pipes, Nosing Angles, With M.S.Lugs In Staircase Steps Etc., Made Out Of M.S Rods, Flats, Angles, Pipes, Channels Etc. Including Necessary Fixtures Complete As Per Drawings And Specifications And As Directed By The Engineer. , Fabricating, Supplying And Fixng In Position Of Steel Sheeted Windows ( Three Leaves)With The Following Specifications. Outer Frames Of Windows Made Of Z Section F7d Of Size 33 X 25 X 3Mm At 1.419 Kg/ M And Mullion J Section (F4b) Of Size 46X25x3mm At 2.28Kg/M And Shutter Section Of Made Off7d Of 33X25x3mm At 1.419 Kg/M As Specified In Is 7452/1990. Each Openable Shutter Should Not Exceed A Width Of 600Mm To Enable Separate Operations And Easy Maintenance. The Panel Of The Shutters To Be Covered With 18 Gauge Cold Rolled Sheet Of Superior Quality And Welded Intact With Shutter Frames. Horizontal Stiffeners Using 18X5mm Ms Flat At 0.70Kg/M At 3 Nos. For Each Shutter And Additional Diagonal Stiffners Of The Same Ms Flats At All The Four Corners Of Each Shutters To The Suitable Length Welded To The Shutters, For Holding The Cr Sheets In Position Firmly. , Weathering Course Concrete Using Best Quality Broken Brick Jelly Of 20 Mm Uniform Gauge In Pure Slaked Lime ( No Sand To Be Used ( Over The Rcc Roof Slab In The Proportion Of Brick Jelly To Lime Being 32 : 121/2 By Volume Laid Over In Single Layer And Consolidated To The Required Slope And Finished Thickness And Beating The Concrete With Wooden Beaters Of Approved Pattern, Keeping The Surface Constantly Wet By Sprinkling Lime, Jiggery Water Etc. Complete Complying With Standard Specifications And As Directed , Finishing The Top Of Roof With One Course Of Machine Pressed Tiles Of Size 230Mm X 230Mm X 20Mm Of Approved Quality Set In Cement Mortar 1:3 (One Cement And Three Sand) 12Mm Thick Mixed With Water Proofing Compound Conforming To Iss At 2% By Weight Of Cement Used And The Joints Pointed Neatly To Full Depth Of Tiles With The Same Cement Mortar Mixed With Red Oxide And Water Proofing Compound Including Curing Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Supplying And Painting New Plastered Internal Wall Surface With Two Coats Of Distempering One Coat Of Distemper Primer , Supplying And Painting The Walls With One Coat Of Wall Primer And Two Coats Of Exterior Emulsion (Apex Or Equivalent) As Instructed By The Departmental Officers Including Preparation Of Surface Curing, Etc., Complete In All Floors Complying With Standard Specifications (The Colour And Shade Of The Cement Paint Shall Be Got Approved By The Executive Engineer Before Use Of Work). , Painting New Iron Works Such As Steel Doors, Windows, Ventilators, Window Bars, Balustrades Etc., With Two Coats Of Best Approved First Quality And Colour Of Synthetic Enamel Paint Over The Existing Red Oxide Priming Coat In All Floors Excluding Cost Of Priming Coat Etc., Complete Complying With Standard Specification. (The Make, Quality And Colour Of Paint Should Be Got Approved By The Executive Engineer Before Use On Works.) , Supplying And Fixing Cuddapah Slab For Cupboard Shelf , Providing Cup-Board Shutter With Frame Using Termite / Water Proof Plywood Of 19Mm Thick Over Which Laminated Sheet Of 0.8Mm Thick Fixed Inside The Shutter And 1Mm Thick Fixed In The Outside Of The Shutter Using Fevicol Along With Necessary Furniture Fittings, Such As, Hydralic Hinges, Tower Bolt, Handles, Multi Purpose Locks Etc., As Directed By The Departmental Officers. The Design Pattern, Water Proof Plywood, Laminate Sheet And Other Materials Should Be Got Approved From The Executive Engineer Befoe Use On Wor , Painting Two Coats Black Boardworks Using Ready Mixed Enamal Paint Including Cost And Labour Charges Etc.,Complete. , Supplying And Fixing Pvc Rain Water Down Fall Pipes Of Following Dia Meter Etc., Complete. , Painting Two Coats Exterior Emultion Paint Inciudng All Labour Charges Etc Complete , Cuddapa Slab Including All Charges , Wiring 2 X 1.5 Sq.Mm (22/0.30)Pvc Insulated Unsheathedsc.Cu. Conductor Of 1100 V Grade In Suitable Pvc Rigid Pipe On Wall And Ceiling With Pvc Accessories With Tw Switch Box With In Flush With Wall Covered With Hylem Sheet Of 3 Mm Thick With Painting Of , Led Tube , Wiring 2 X 1.5 Sq.Mm (22/0.30)Pvc Insulated Unsheathedsc.Cu. Conductor Of 1100 V Grade In Suitable Pvc Rigid Pipe On Wall And Ceiling With Pvc Accessories With Tw Switch Box With In Flush With Wmate Elctrical !$B$14:$J$14 , Fan Sd 106 , Bulk Head Sd 83 , Top Light , Servise Wire Sd 64 , Gi Pipe Sd 70 , Name Board Charges , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works. { Gst Amount Is The Total Gst Amount For Overall Quoted Amount (Both Construction And Maintenance) Above This Row In Column Bb For All Works In This Package} (Refer Clause 13.2 & 13.3 Of Section 2 Of Instruction To Bidders (Itb) Of Sbd)
