Tender For Extension Of Pa To Md Office. ( Civil Work ) - 1.01 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 50 Cum 1.02 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering-All Work Below Plinth Level And Up To Floor Iv Level : 6.1.6 ) 1:4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 3.9 Cum 1.03 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 10 Sqm 1.04 Suspended Floors, Roofs, Landings, Balconies 10 Sqm 1.05 Lintels, Beams, Plinth Beams, Girders, And Cantilevers 10 Sqm 1.06 Providing And Laying Damp-Proof Course With Cement Concrete 1:1:2: 4 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 40 Mm Thick 2 Sqm 1.07 Brick Work With Common Burnt Clay Non-Modular Bricks Of Class Designation 12.5 In Foundation And Plinth In : Cement Mortar 1:6 ( 1 Cement: 6 Coarse Sand ) ( Derived Rate ) ( 7.40-7.39 ) 5 Cum 1.08 Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 12.5 In Super Structure Above Plinth Level Up To Floor Four Level In All Shapes And Sizes In : Cement Mortar 1:6. 8 Cum 1.09 Half Brick Masonry With Common Burnt Clay Non-Modular Bricks Of Class Designation 7 .5 In Superstructure Above Plinth Level Up To Floor Iv Level. Cement Mortar 1 :4 ( 1 Cement :4 Coarse Sand ) 1.1 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15 Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Four Level , Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1 :1.5:3 ( 1 Cement Coarse Sand ( Zone-111 ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) . 7 Cum 1.11 15 Mm Thick Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix. Cement Mortar 1:6 ( 1 Cement : 6 Fine Sand ) 38 Sqm 1.12 12Mm Thick Cement Plaster Of Mix 1:6 On The Brick Wall 1:6 ( 1Cement : 6 Fine Sand ) 38 Sqm 1.13 Providing And Laying Of Base Course Of Floors Consisting Of 100 Mm Thick Cement 1 :8 :16 And 100 Mm Sand Or Stone Filling Re-Compacting Excavated Soil In Plinth Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete 17 Sqm 1.14 Painting Top Of Roofs With Bitumen Of Approved Quality @ 17 Kg Per 10 Sqm Impregnated With A Coat Of Coarse Sand At 60 Cudm Per 10 Sqm, Including Cleaning The Slab Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kwrosene Oil Complete With Residual Type Petroleum Bitumen Of Grade Vg- Io 17 Sqm 1.15 10 Cm Thick ( Average ) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 ( 1 Clay : 1 Cow Dung ) And Covered With Flat Tiles Bricks, Grouted With Cement Mortar 1:3 ( 1 Cement: 3 Fine Sand ) Mixed With 2 % Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat : With Common Burnt Clay Non-Modular Brick Tile Of Class Sqm Designation 12.50 17 Sqm 1.16 Providing & Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipe Conforming To Is : 13592B Type A, Including Jointing With Seal Ring Conforming To Is : 5382, 10 Mm Gap For Thermal Expansion, ( I ) Single Sockted Pipes. 110Mm Diameter 6 Rmtr. 1.17 Providing & Fixing On Wall Face Unplasticised Rigid Pvc Moulded Fittings / Accessories For Unplasticised Rigid Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, 10 Mm Gap For Thermal Expansion. Pipes. Bend 87.5 Degree 110 Mm Bend 4 Each . 10 1.18 Wall Painting On A Cement Plaster Surface With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade .Two Or More Coats On New Work 38 Sqm 1.19 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade: New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer 38 Sqm 1.2 Providing Gola 75X75 Mm In Cement Concrete 1:2:4 ( 1 Cement:2 Coarse Sand : 4 Stone Aggregate 10 Mm And Down Gauge ) , Including Finishing With Cement Mortar 1:3 ( 1 Cement: 3 Fine Sand ) As Per Standard Design : In 75X75 Mm Deep Chase. 10 Mtr. 1.21 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 Mx 1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement: 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges And Making Finishing The Outlet Complete . 2 Each 1.22 Dismantling Stone Slab Roofing Over Wooden Karries Or R.C.C. Cum Battens ( Dismantling Karries And Battens To Be Paid For Separately ) , Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. 17 Cum 1.23 Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge 5 Cum 1.24 Steel Reinforcement For R.C.C. Work, Where Not Included In The Complete Rate Of Rcc, Including Straightening, Cutting, Bending, Placing In Position, Binding, Wastage, Overlaps, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Etc. Complete In All Respect Note:- Reinforcement Shall Be Measured In Length Including Hooks, If Any, Separately For Different Diameters As Actually Used In Work , Excluding Overlaps. Wastage, Overlaps, Couplings, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Or Other Methods Of Binding & Placing Shall Not Be Measured And Cost Of These Items Shall Be Deemed To Be Included In The Rates For Reinforcement . Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 275 Kg. 11 1.25 Painting Two Coats Excluding Priming Coat With Synthetic Enamel Paint In All Shades On New Wood Work Or Metallic Or Plastered Or Concrete Surfaces To Give An Even Shade. 18.2 Sqm 1.26 Applying Pink Primer Or Aluminium Priming Coat On Wood Work Including Preparation Of Surface, Knotting And Stopping Etc. 18.2 Sqm 1.27 Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows ( Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured ) . Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick: Kiln Seasoned And Chemically Treated Hollock Wood 1.5 Sqm 1.28 Providing & Fixing In Place Door Frame Of Section 170X58mm Metre Made Of Gpsp Sheet ( Is277 ) Constructed From Sheet Thickness 1.2Mm With A Single Rebate Of 58Mm Duly Filled With Puf And Finished With Powder Coating In Regular Ral Shades As Desired By Engineer- Incharge . Frame Should Be Coated With Pure Polyester / Epoxy Polyester Powder Coating Having Thickness Of 60-80 Micron And Provided With 3Mm Thick Hinge Enforcement Plates.
