Tender For Epair And Const. Of Road/Street And Drain From Jai Singh Ki Kothi To H/O Master Balakram Ward No. 29 Mc Palwal, palwal-Haryana

Epair And Const. Of Road/Street And Drain From Jai Singh Ki Kothi To H/O Master Balakram Ward No. 29 Mc Palwal Epair And Const. Of Road/Street And Drain From Jai Singh Ki Kothi To H/O Master Balakram Ward No. 29 Mc Palwal , [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 With Stone Aggregate 40 Mm Size In Foundation And Plinth. Through Rate , [11.5.4]12 Mm Cement Plaster Of Mix : 4. 1:6 (1 Cement: 6 Fine Sand) Through Rate , [17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I With Screening Type A Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Complete As Per Technical Clause 404 Of Mort&H Specifications Through Rate , [17.6]Construction Of Embankmentwith Material Obtained From Borrow Pits Na Construction Of Embankment Cbr 8% (For New Road/ Raising/ Berms/ Etc.) With Approved Material Obtained From Borrow Pits, Including Compensation Of Earth With All Lead And Lift Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2, As Per Technical Clause 305 Of Mort&H Specifications. Through Rate , [17.69.2]Interlocking Concrete Block Pavement 2. Providing And Laying 80 Mm Thick Isi Marked Interlocking Paver Blocks Conforming To Is 15658:2006/Irc Sp 63: 2004 Of All Shapes And Colours In Design Mix Cement M 40 Over The Bed Of 30 Mm Thick Fine Sand Complete In All Respect. Through Rate , 21.53]Constructing Standard Drain Type I Drain Moulded And Laid Over Lime Concrete Foundation Rendered And Finished Smooth With 6 Mm Thick Rendering Concrete To Be Of 1.3.6 Parts By Volume Of Cement Sand Stone Bajri And Rendering To Be 1:1 Cement Sand Mortar Through Rate , [6.14.1]Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1. 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) Through Rate , [6.33.3]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 Below Plinth Level 3. Cold Twisted Bars Through Rate , [6.8.2]Providing And Laying Damp-Proof Course With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii): 4 Graded Stone Aggregate 12.5Mm Nominal Size) 2. 40Mm Thick Through Ra , [6.8.2]Providing And Laying Damp-Proof Course With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii): 4 Graded Stone Aggregate 12.5Mm Nominal Size) 2. 40Mm Thick Through Ra , [6.8.2]Providing And Laying Damp-Proof Course With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii): 4 Graded Stone Aggregate 12.5Mm Nominal Size) 2. 40Mm Thick Through Ra , [7.21.2]Brick Work With Common Burnt Clay Non-Modular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 2. Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Through Rate

INR 1000 /-

INR 25000.0 /-

INR 1.23 Lakhs /-