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Miscellaneous Civil Works In Prn As Per Order No. Jda/Ta To De/07/D-1129 Dated 01/03/2007 Approved By Director Engineering P & F Of Cement Concrete Precast Kerb Or Dand Of M-20 Grade Upto 60 Cm Length Over 20 Mm Thick Base Of Cement Mortar 1:6 Including Earth Work, Cutting Of B/T Road, Cutting Of Wbm Road Etc. & Jointing With Cement Mortar 1:4 Grouted 125 Mm In Ground Of Shape As Approved By Engineer-In-Charge. The Rates Are Inclusive Of Providing, Laying And Compacting Base Concrete 1:4:8 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate Of 20 Mm Thick Nominal Size 100 Mm Thick Below Dand/Kerb Complete In All Respect. The Size Of Kerb Be 15 Cm X 32.5 Cm With Round At Top. Interlocking Concrete Block Pavement With M-30 Grade 0.30 Mtr X 0.30 Mtr X 0.15 Mtr Edge Blocks Measurments Shall Bemade Inner To Inner Side Of Edge Blocks Providing And Laying Of Interlocking M-30 Grade Concrete Block Pavements Having Thickness 60 Mm As Per Drawings And Mord Specification Clause 1504With M-30 Grade 0.30 Mtr X 0.30 Mtrx 0.15 Mtr Edge Blocks. Category B : Dentated Only Two Side Like I, Z, T Shape As Per Irc:Sp:63-2004 Providing And Fixing Reinforceed Concrete Precast Kerb Stone Or Dand R.Mtr. Of M-20 Grade Cement Concrete 120 Cum Long Having 4 Nos. Bars Of 8 Mm Dia Hysd And Stirrups 6 Nos. Of 6 Mm Dia As Per Is With In Built Provision Of Interlocking Jointing And Lifting Compaction Of Reinforced Concrete By Mechnical And Table Vibrator And Jointing At Site With Cement Mortar 1:4 Complete In All Respect As Directed By Engineer-In-Charge On: 100 Mm Thick Cement Concrete 1:4:8 1Cement: 4Course Sand: 8Stone Aggregate 20 Mm Thick Nominal Size Including Excavation Of Earth And Cutting Of Bt Road Cutting Of Wbm Road Etc. And Disposal Of Surplus Material With All Lead And Lift. The Size Of Kerb Shall Be 11.5+16.5/2*30+16.5*7.5 Supplying And Fixing Of Single Molded Twin Shank Raised Pavement Markers Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97-Do Iii Dt 11.06.1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 100 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35+/-5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm From The Body Is To Be A Minimum Value Of 700 Kgf. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer. Manufactured From 3M, Avery Or Equivalent Providing And Fixing Pvc Bump Speed Breakers Size 350 Mm X 250 Mm X 50 Mm Fitted With Key Hooks Complete With Labour Material And Traffic Diversion Arrangements. Providing And Erecting Direction And Place Identification Retro-\Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area Exceeding 0.9 Sqm Supported On Mild Steel Angle Iron Posts 75 Mm X 75 Mm X 6 Mm, 2 Nos. Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Mord Specification Clause 1701 Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Mord Specification Clause 1701 Marking Centre Line And Stop Lines Etc. On Road As Per Irc Pattern With Thermoplastic Paint Of Approved Quality And Make With 8% Glass Beads Laid On The Road Surface At Temperature 160 C With A Special Applicator Machine Complete With A Special Applicator Machine Complete With Labour Material And Traffic Diversion Arrangements. Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Mord Specifications Clause 802, 803, 1202 & 1203 P.C.C Grade M 20 Nominal Mix 1:3:6 Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Mord Specifications Clause 802, 803, 1202 & 1203 R.C.C. Grade M 25 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Mord Specifications Clauses 1000 And 1202 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For : Walls Any Thickness Including Attached Pilasters, Buttresses Plinth And String Course. Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : Cement Mortar 1 : 6 1 Cement : 6 Coarse Sand Half Brick Masonry With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level. Cement Mortar 1 : 4 1 Cement : 4 Coarse Sand Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In: Cement Mortar 1:6 1-Cement : 6-Sand. Cement Plaster Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Racking Of Joints Etc. Complete Fine Finish : 20Mm Thick . Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. Demolishing R.C.C. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. Providing And Fixing 1.2 M High Gi Barbed Wire Fencing With 1.8 M Rcc Posts 150 Mm X 150 Mm Placed Every 3 M Centre-To-Centre Founded In M15 Grade Cement Concrete, 0.6 M Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With 9 Horizontal Lines And 2 Diagonals Interwoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 1705. Supply Ofl Type Bollard Made Out Of 1.25 Mm Thick M.S. Sheet Height 134 Cm, Welded In Circular Type Ring Section Having Upper Dia 15 Cm. And Lower Dia 21 Cm With Another Attachment Of 15X15 Cm Circular Section With 15 Cm. Face Plate And Hold Fast At Bottom, Whole Body Is Processed In White Stoving Enamel And Red Reflective 3 Hands, Each Of 7.5 Cm End One Reflective Sheet Of 15 Cm. Dia Provided To It Complete In All Respect. Supply Of Swiss Type Of Hazard Marker, Made Out Of 2 Mm Thick M.S. Sheet Size Of Box Is 15X15 Cm With Hold Fast At Bottom, The Body Is Painted In Orange Stoving Enamel Paint With White/High Intensity Grade Micro-Prismatic Type Sheeting, On All Four Side. Supply Of Jcb Excavator Cum Loader Type 3D On Hire Including Pol & Driver At Different Sites As Directed By Engineer In Charge. Supplying Of 35 Hp Diesel Tractor Trolly With Hydraulic Lift Trolley On Hire With Driver, Cleaner And Pol At Different Sites Of Jda Region As Directed By Engineer In Charge. Supply Of Hydraulic Proclain Bucket Capacity Above 0.75 Cum For Lood Control Works In Jda Region, Jda, Jaipur Including All Transportation Loading, Unloading Charges Completely. Supply Of Dumpers On Hire Charges With Driver, Cleaner And Pol Different Sites Of Jda Region As Directed By Engineer In Charge.

TRN :19229246
State Government / Construction
Jaipur - Rajasthan

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