Tender For Construction Of Public Distribution Shop At Chockanavur Panchayat. ; 2 Earth Work Excavation For Foundation In All Clauses Of Soils And Sub Soils To Full Depth As May Be Directed Except In Hard Rock Requiring Blasting But Inclusive Of Shoring Strutting And Boiling Out Water Whenever Necessary Et Complete Complying With Standard Specification. 3 Supplying And Filling With Msand In Layers Of Not More Than 15 Cm Thick For Foundation Including Cost And Conveyance Of All Materials And Labour Charges Other Charges. 4 Refillingthe Basement With Excavated Earth Including All Labour Charges For Filling As Per Standard Specifications 5 Cement Concrete 1:4:8 Mix ( One Cement Four Sand And Eight Aggregate ) Using 40Mm Gauge Handbroken Granite Stone Jelly For Foundation Including Dewatering If Found Ecessary And Laid In Layers Of Not More Than 15 Cm Thick And Compacted, Etc., Complete Complying Withstandard Specfication. 6 Brick Work In Cement Mortar 1:5 Mix Using Country Bricks 83 / 4X41 / 4X21 / 4 Including Cost And Conveyance Of All Materials To Site And All Labour Charges Etc Complete ( Below Basement ) 7 Brick Work In Cement Mortar 1:5 Mix Using Country Bricks 83 / 4X41 / 4X21 / 4 Including Cost And Conveyance Of All Materials To Site And All Labour Charges Etc Complete Above Basement ) 8 Supplying And Erecting Centering For Sides And Soffits Of Rcc Slabs Of Plane Surface Like Lintels, Beams Etc., Including Strutting 3M High Using Mild Steel Sheets Of Size 90Cm X60cm X And B.G 10 Stiffened With M.S Angles Of Size 25Mm X 25Mm X 3Mm Laid Over Silver Oak ( C.W ) Joists Of Size 10Cm X 6.5Cm ( Spaced At About 90Cm C / C ) And Supported Dy Casurina Props Of 10Cm To 13Cm Dia ( Spaced Of 75Cm C / C ) Complying With Standard Specification. 9 Below Basement 10 Above Basement With Roof Slab 11 Suppling, Fabricating And Placing In Position Of Ms ( Or ) R.T.S. Bar For Reinforcement To All Rcc Works As Per The Design Given Including Cost Ofsteel And Binding Wire Also In All Floors As Per Standard Specification. 12 Reinforced Cement Concrete 1:1.5:3 ( One Cement, One And Halfsand &Three Course Aggregate ) Using 20Mm Gauge Hand Broken / Hard Granite Blue Stone For All Rccitemsof Works Excluding Centering Shuttering And Cost Of Reinforcement But Including Curing Etc., Complete As Directed By Departmentalofficer Etc., Complete. 13 Floor Finish With Granolithic Flooring In Cc 1:2:4 Mix Using 10 To 12Mm Chipsfor 40Mm Thick Including Cost And Conveyance Of All Materials To Site And All Labour Charges Etc., Complete Complying With Standard Specifications And As Directed By The Department 14 Paving The Floor With Pre-Polished Concrete Anti-Skid Tiles ( Required Shape And Design ) Of 20Mm Thick Of Approved Quality And Colour Laid In Cement Mortar 1:3 ( One Cement And Three Sand ) 20Mm Thick And Pointed With White Cement Mixed With Colouring Pigment At The Rate Of 0.40 Kg. / Sq.M., Curing, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. 15 Flooring With Following Ceramic Tiles Of Size 305 X 305 X 6 Mm Laid Over 20 Mm Thick Cement Mortar 1:3 ( One Cement And Threesand ) Base Mortar Over The Existing Slab / Floor Including Cutting The Tiles To The Required Size With Special Cutter Wherever Necessary, Laying In Position And Pointing With White Cement Mixed With Colouring Pigment At The Rate Of 0.3 Kg. / Sq.M. Etc., Complete Complying With Standard Specification. ( The Make And Brand Of The Tiles Should Be Got Approved By Executive Engineer Before Use On Works ) 16 Dadooing Walls With Following Best Approved Quality, White / Colour Glazed Tiles Of Following Sizes Set In Cement Mortar 1:2 ( One Cement And Two Crushed Stone Sand ) 10Mm Thick And Pointing The Joints With White Cement Mixed With Colouring Pigments At The Rate Of 0.40 Kg. / Sq.M. Neatly In All Floors, Curing, Etc., Complying With Standard Specification And As Directed By The Departmental Officers. 17 Plastering With Cm 1:5, 12Mm Thick Inculding Cost And Conveyance Of All Materials To Site And All Labour Charges Etc., Complete 18 Plastering With Cm 1:3, 10Mm Thick Inculding Cost And Conveyance Of All Materials To Site And All Labour Charges Etc., Complete 19 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 Crushed Stonesand ) 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 20 Supplying And Painting The Walls With Two Coats Of Oil Bound Distemper Over One Coat Of Water Based Cement Primer Including Cost For Distemper, Primer, Cleaning And Scrapping The Walls, Rendering The Wallssmooth With Necessary Putty, Brushes, Scaffolding Arrangements, Labour Charges, Etc., As Per Standard Specification. ( The Colour And Shade Of The Distemper Shall Be Got Approved By The Executive Engineer Before Use Of Work ) . 21 Painting Two Coats Of Newly Plastered Wall Surface With Ready Mixed Plastic Emulsion Paint Of First Class Quality And Of Approved Colour Over A Priming Coat Including Thorough Scrapping, Clean Removal Of Dirt, And Including Necessary Plaster Of Paris Putty, Wherever Required Etc., Complete Complying With Standard Specification. 22 Manufacturing Supplying And Fixing Of Steel Door With The Following Specification Ms Angels Of Size 40X40x6mm Are Used For The Outer Frames And M.S. Angles Of Size 35X35x5mm For The Shutter Frames Stiffeners With 32 X 6Mm M.S Flat Is Provided At Required Intervals In The Shutter Frame. 18-Gauge C.R. Sheet Laid As Panel In The Shutter And Welded Intact. M.S. Flat 18X5mm Is Welded Over The 32 X 6Mm M.S. Flat Sandwitching The C.R. Sheet In Between Additional Stiffeners With 18X5mm M.S. Flat Is Provided Diagonally At The Rear Side Of The Shutter, 3Nos. Of Hinges In Case Of Single Leaf And 6Nos. Of Hinges In Double Leaves Shutter To Be Provided 6Nos. Of Holdfasts 120 Mm In Length Made Of Angle Section Spliced At The Ends Are Welded To The Outer Frames Of The Door. Tower Bolts 2Nos. One At The Top And The Other At The Bottom Are Provided 1No. Aldrop Is Provided Incase Of Double Leaf Door At Lock Rail Section In The Door In Single Leaf Door, One More Aldrop Is Provided In The Inner Lock Rail Section Of The Door One Rotaing Locking Arrangements For The Inner Side Of The Door And Additional Provision For Locking Arrangements For Lock Is Provided On The Rear Side Of The Door At An Appropriate Place.Incase Of Double Leaf Door M.S.Flat 32 X 3Mm At 1.1Kg / M Is Provided On The One Shutter T Conceal The Gap Between The Two Shutters.At An Appropriate Place In The Door. A Tie Bar Is Provided At The Bottom Of The Frame To Prevent Twisting Of Frame During Transportation And Fixing. All Members Are Given A Coat Of Red Oxide Primer As Directed By The Departmental Officers. The Rate Includes Cost Of All Materials, Labour Charges, Transportation To Site Of Work, Loading, Un Loading And All Other Incidental Charges Etc., Complete. 23 Providing Steel Door 1 ( 1.00Mx2.100M ) 24 Toilet Doors D 2 Steel ( 0.900Mx2.100M ) 25 Providing Steel Window ( 1.00X1.30M ) 26 Providing Steel Ventilator ( 0.900X0.600M ) 27 Providing Rolling Shutter ( 1.80X2.40M ) 28 Providing Rolling Shutter ( 2.10X2.40M ) 29 Painting Two Coats Over New Iron Works Using Ready Mixed Enamel Paint Including Cost And Conveyance Of Paint And All Labour Charges Etc Complete 30 Labour Charges For Fixing The Doors Inculding All Charges Etc.. 31 Labour Charges For Fixing The Steel Window And Ventilator Inculding All Charges Etc.. 32 Supplying & Fixingwith Cuddapah Slabs 20-30Mm Thick For Cup Board Including All Cost And Conveyance And All Labour Charges Etc .Comp. 33 Supplying And Fixingp.V.C Rainwater Down Fall Pipe Of 110Mm Dia 34 Providing Vargapoochu Over The Cre Walls Of Vimanams / Gopurams, With Cement Mortar 1:4 Complete Including Shaping The Mukhapathram , Mahanasi, Koodu All Ornamentals Works To Proper Shape By Embedding Broken Brick Of Shaped / Chiseled Bricks , Rought Plastering With Cement Morter 1:4 And Finishing With Final Ornamental Plastering And Nayam Theervani Icluding Cost And Conveyance Of All Materials , Labour Therefore, Lifting Of Materials , All Working In Heights, Curing With Water Etc, Complete Including All Extra For Folding And Including Clearing From The Vimanams / Gopurams 100Sft Superficial Area. For Kalkaram 35 Kalkaram 36 For Vimanam 37 Supplying And Fixing In Positon Indian Water Closet ( Oriya Type ) Of Size 580 X 440Mm Colour Glazed Earthern Ware Of Approved Quality And Brand With P Or S Trap Conforming To Bis Etc., Complete Complying With Standard Specifications And As Directed By The Departmental Officers. 38 Gst Amount For Providing Service To Government Contract Works For The Above Construction Works. { Gst Amount Is The Total Gst Amount For Total Overall Quoted Amount Above This Row In Column Bb For All Works In This Package }
