Tender For Certain Repair / Maintenance Of B / R Wk To E / M Installation At 217 Transit Camp.; 1 Demolition Of Brickwork Or Stone / Boulder Masonry, Built In Cement Mortar Or Cement Lime Mortar Including All Quoins, Arches, Pillars, Etc, But Excluding Ashlar Facings, Dressed Stonework And Precast Concrete Articles, Complete All As Specified And Directed. 2 Taking Down Cement Plasterincluding Raking Out Joints, Hacking For Key, Scrubbing Down With Water Built In Cement Mortar. 3 M&L Rendering 15Mm Thick On Brickwork Or Concrete Surfaces Or Surface Other Than Fair Face Of Brickwork In Cm ( 1:4 ) Finished Even & Smooth ( Without Using Extra Cement ) 4 M & L For Preparation Of Newly Plastered Surface Ofwalls And Applying Two Coats Of Cement Base Paint Over A Coat Of Chalk Whiting Primer Complete All As Specified And As Directed By Engr-In-Charge. ( Make Acrocem / Snowcem And Equivalent ) 5 M&L For Pcc Type B-2, 1:2:4, Using 40 Mm Graded Stone Aggregates As In Foundation, Filling And Mass Concrete, Complete All As Specified And Directed. 6 M&L For Pre-Cast Cement Concrete Block 1:3:6 Type C1 ( Using 20Mm Graded Aggregate ) Masonry With Solid Blocks, Exc. 10 Cm In Width And Setting In Cementmortar 1:6, Complete All As Specified And Directed. 7 M&L For Random Rubble Walling, Uncoursed, Well Bonded, Bedded And Solidly Hearted, Built In Cm 1:4, Complete All As Specified And Directed. 8 Dismantling Posts Or Struts ( Wood, Steel Or R.C.C. ) Of Any Section, Embedded In Concrete, Brick Work, Masonry Etc Including Taking Out Embedded Portion & Making Good Disturbed Ground, Complete All As Specified And Directed. 9 Excavating In Post Holes ( Or Similar Holes ) Each N Exc 0.5 Cu. M, Getting Out, Returning, Filling In & Ramming Earth / Broken Rubble Mixed With Earth Around, In Layers N. Exc. 25Cm, Watering, & Removing Surplus Soil To A Distance N Exc 50M & Making Good Surface In Hard / Dense Soil, Complete All As Specified And Directed. 10 S&F Hand Rails, Half Round Or Other Steel Section Or Core For Wooden Hand-Rail Straight Portion, Drilled And Countersunk For Balusters Running Bars, For Doors, Balusters, Nosing To Steps Including Embeding In Concrete And Screwing Etc. Wind Ties For Roof Including Securing Bolts;Posts And Struts In Fencing Including Cutting Tops To Shape As Directed, Drilling Holes Notching For Wire, Etc.; Flat Iron Fillets ( For Securing Wire Meshetc. ) Including All Necessary Drilling, Bolting Or Riveting, Etc., And Similar Work Conforming To Fe-290 Gde E-165 11 M&L For Mild Steel Tmt Bars 10 Mm And Over Dia And Cut To Length, Bent To Shape Required Incl Cranking, Hooking Ends And Binding With And Including Ms Wire ( Annealed ) Not Less Than 0.90Mm Dia Complete All As Specified And As Directed. 12 M&L For Applying Two Coats Of Synthetic Enamel Paint On New Steel & Iron Surfaces Of Any Description, Not Otherwise Described, Over 10Cm Width Or Girth, Including Preparation Of New Surface & Applying One Coat Of Red Oxide Primer, Complete All As Specified And Directed. 13 Dismantling Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Provided For Complete All As Specified And Directed. 14 Fixing Only Chain Link Fencing Including Line Wires, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provission Of Binding Wire 15 Supply Only Chain Link Ms Galvanisd Fencing, Any Size Or Type 16 M&L For One Coat Of Synthetic Enamel Paint To Old Painted Steel Surfaces Of Any Description Over 30 Cm Sqm Widthror Girth Including Preparation Of Surfaces Complete All As Specified, And As Directed By Engineer-In Charge 17 M&L, Broken Stone Or Boulders Loose Filling With Aggregates Of Gauge 40 To 80 Mm In Soakage Pits, Soakage Wells 18 Dismantling Floor, Hearth Or Wall Tiling Including Cement Mortar Bedding ( But Not Backing ) , Removing Serviceable Tiles To Store And Rubbish Off The Premises 19 Demolition Of Pcc In Ground Floors And Pavings N Exc 15Cm Thickness Including Below Or Above Ground Level Complete All As Specified And Directed By Engineer-In-Charge. 20 M&L 75Mm Thick Pcc Type D-2, 1:4:8 ( Using 40Mm Graded Stone Aggregate ) As In Subbase Of Floor Complete All As Specified And Directed By Engineer-In-Charge. 21 M&L For 20Mm Thick Screed Bed Or Bedding Layerin Cement Mortar 1:6 For Laying Of Floor Tiles Complete All As Specified And Directed By Engineer-In-Charge. 22 M & Lforchequered Cement Concrete Tiles 30Cmx 30Cm X 25Mm With Grey Cement And Pigment Set, Jointed And Pointed In Neat Cement Slurry In Floors Complete All As Specified And Directed By Engineer-In-Charge. 23 M&L Forsand Filling Under Floors Or In Foundations Including Watering And Consolidation 24 M&L For Machine Pressed Precast Concrete Interlocking Paver Block With Gery Cement Andpigment Any Shape And Size Confirming To Is 15658-2006 Of 80Mm Thickness, M-40 Grade
