Unit Rate (Rate Contract) For The Items Of Works For Various Works In Valsad District, Dharampur-Gujarat

Unit Rate ( Rate Contract ) For The Items Of Works For Various Works In Valsad District-1.00 Cm Earthwork In Embankment Using Selected Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc. Including Breaking Clods, Dressing To The Design Section With All Lead And Lifts. ( By Jcb-4Cx Machinary ) 1.00 Cm Earthwork In Embankment Using Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc.Including Breaking Clods, Dressing To The Design Section With For All Lead And Lifts. ( By Poclane Machinary ) 1.00 Job Dewatering Of Foundation Treanches From Any Depth 1.00 Rmt Drilling Holesof 35Mm Dia Vertical Or Inclined In All Formation Of Rock / Concrete Upto Required Depth Including Washing With Air Required Pressure For 0 M To 10M Depth 1.00 Rmt Providing And Fixing In Position 110 Mm Dia Pvc Pipe Weep Holes In Abutment Wing Wall And Laying Training Etc.Complete 1.00 100 Sq.Cm Providing And Fixing Marble Data Plate 2Cm Thickness Including Engraving And Filling Paint For Letters As Directed. 1.00 Nos. Providing And Fixing In Position Sign Board Of Standard Size 0.45Meter X 0.30Meter With M. S. Angle 40Mm X 40Mm X 6Mm With 3Mm Thick Iron Plate Fixed In 1:5:10 Proportion Concrete Block Size 40Cm X 40Cm X 75Cm Including Radium Paint On Both Side Etc. Complete. 8 1.00 Nos. Providing & Fixing In Position Sign Board Of Standard Size Of 1.20Mx0.90M With M.S. Angle 40Mmx40mmx6mm With 3Mm Thick Iron Plate Including Fixing In 1:5:10 Prop. Concrete Block Size 40Cmx40cmx75cm Including Painting Existing Data On The Board Etc. Complete As Directed. 9 1.00 Cm Compaction Of Selected Soil / Hard Murrum / Soft Murrum In Even Thickness Of 15 To 20 Cms Including Watering Rolling Of Suitable Capacity Etc. Complete As Directed. 10 1.00 Cm Compaction Of Selected Soil / Hard Murrum / Soft Murrum In Even Thickness Of 15 To 20 Cms Including Watering Temping With Suitable Hand Rammer Etc. Complete As Directed. 1.00 Cm Excavation For Foundation In All Sorts Of Soil Including Sandy And Gravelly Soil, Soft And Hard Murrum Etc. Dry Condition Including Depositing The Excavated Stuff In Uniform Layer In Banks Or As Directed Etc. Complete For Lead Up To 1.0Km. And Lift. ( By Machinery ) ( A ) Above Water Table 1.00 Cm ( B ) Below Water Table 1.00 M3 Excavation For Foundation In Soft Rock Including Depositing The Excavated Stuff In Uniform Layer In Banks Or As Directed Etc. Complete For Lead Up To 1.0Km. And Lift. ( By Machinery ) ( A ) Above Water Table 1.00 M3 ( B ) Below Water Table 1.00 M3 Excavation For Foundation In Hard Rock Including Blasting And Chiseling If Nessary Sorting Out And Staking Seperataly The Usable Rubble, Depositing The Excavated Stuff As And Where Directed Including Back Filling The Trenches With Suitable Excavated Stuff Etc. Complete For All Lead And Lift. ( By Machinery ) ( A ) Above Water Table 1.00 M3 ( B ) Below Water Table 11 12 13 1.00 Cm Providing And Laying Plain / Reinforced Cement Concrete Of Cement , Sand And Metal ( 20Mm To 25Mm ) Size In Following Proportion Laid In Situ Including Centering And Shuttering , Temping, Smooth Finishing, Curing Etc. Complete As Directed For For All Lead And Lifts. ( I ) 1:4:8 1.00 Cm ( Ii ) 1:3:6 1.00 Cm ( Iii ) 1:2:4 1.00 Cm Providing And Laying Plain / Reinforced Cement Concrete Of Cement , Sand And Metal ( 12Mm To 20Mm ) Size In Following Proportion Laid In Situ Including Centering And Shuttering , Temping, Smooth Finishing, Curing Etc. Complete As Directed For For All Lead And Lifts. ( I ) 1:3:6 1.00 Cm ( Ii ) 1:2:4 1.00 Qtl Providing And Placing In Position Reinforcement Bars Including Welding, Joints Where Necessary Hooking Etc Complete As Per Drawing For All Lead And Lifts. ( A ) Hysd 1.00 Qtl ( B ) Tmt 1.00 Sm Providing And Fixing M.S. Gate Of Required Size Including All Accessories As Per Approved Design And Plan With Two Coats Of Oil Painting And One Coat Of Anticorrosive Oil Paints Etc.Complete 1.00 Sm Providing And Laying Dry Rubble Pitching Of 300Mm Thickness To Required Grade Including Trimming Of Earth Work Hand Packing The Interstices With Spools Filling Earth In Interstices Panelling Complete For All Lead And Lifts. 1.00 Sm Providind Cement Plaster In Various Thickness And Proportion Including Smooth Finishing, Curing, Scaffolding Etc. Complete For All Lead & Lifts As Under. ( A ) Cement Plaster 1:3 Proportion ( Ii ) 12Mm Thick 1.00 Hp / Hr Dewatering Of Foundation Area, Pits & Trenches Of Head Works And Allied Works With Diesel Or Electrical Pumping Arrangement Including Cost Of Pipe Lines, Others Materials, Labours Etc Complete As Directed With All Lifts. 21 1.00 Cm Backfilling The Foundation Trenches Around The Structures Etc. With Selected Excavated Stuff Including Watering, Ramming, Compacting Etc. Complete. ( By Machinery ) 1.00 Sm Providing And Laying Pucca Rubble Pitching In Cement Mortar 1:5 Proportion With The Surface Pointed With Cement Mortar Of 1:3 Proportion Including Curing Etc. Complete For All Leads & Lifts. ( A ) 230 Mm Thick 1.00 Sm ( B ) 300 Mm Thick 1.00 Sm ( C ) 450 Mm Thick 1.00 M3 Dismantling The Existing Foundation Concrete Including Disposing The Dismantled Stuff Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( A ) In Lime Mortar 1.00 M3 ( B ) In Cement Mortar 1.00 M3 ( C ) R.C.C. For Super Structure 24 1.00 Nos. Providing And Fixing Guard Stone Of Size 75 Cm × 20 Cm × 15 Cm Cement Concrete Block Of Size 35 Cm × 40 Cm × 45 Cm In Proportion 1:4:8 Including White Washing To Exposed Surfaces Of Guard Stone In Three Coats Etc. Completed. 23 22

INR 900 /-

INR 30000.0 /-

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