Unit Rate ( Rate Contract ) For The Items Of Works For Various Works In Surat District- Dismantling The Existing Stone Masonry 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, ( B ) In Cement Mortar, Dismantling The Existing Brick Masonry 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, ( B ) In Cement Mortar, 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 Concrete, ( B ) In Cement Concrete, Dismentling The Rubble Pitching Including Out And Stacking Of The Useful Materials On Site Including Removing The Rubbish Etc. Complete As Directed. ( B ) Dismentalling Dry Rubble Pitching ( A ) 23 Cm Thick, Excavation For Foundation In All Sorts Of Soil Including Sandy And Gravelly Soil, Soft 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, Excavation For Foundation In All Sorts Of Soil Including Sandy And Gravelly Soil, Soft And Hard Murrum Including Depositing The Excavated Stuff As And Where Directed Including Backfilling The Trenches With Suitable Excavated Stuff Etc. Complete For Lead Up To 50 Mt And Lift Upto 1.50 Mt. ( Manually Without Dewatering ) . ( B ) Below Water Table, 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, ( B ) Below Water Table, 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, ( B ) Below Water Table, Excavation Of Canal / Draind In All Sorts Of Soils ( Dry Condition Of Soil ) Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or In Spoil Banks Or As And Where Directed Including Dressing The Canal Section Up To Lead Of 50 Meter And All Lift Including Clearing The Site Etc.Complete ( By Machinery For Canal / Drain Maintainance ) ( Up To 1.5 Cumecs Capacity Of Canal / Drain ) , Providing Dummy Bunds Of 1 Meter X 0.5 Meter With 2:1 Slope Along The Canal In All Sorts And Murrum For Proper Drainage As Directed With All Leads And Lift Etc. Complete., Clearing The Canal Land Width Including Removing The Shrub, Bushes, Cactus, Weeds Other Vegetation Including Cutting Down Trees Upto 0.50 Cm Girth And Depositing The Removed Materials Outside The Canal Land Width Up To Lead Of 50 Meter As Directed Etc. Complete. ( Without Water Pool ) , 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 ) , 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 ) , Backfilling The Foundation Trenches Around The Structures Etc. With Selected Excavated Stuff Including Watering, Ramming, Compacting Etc. Complete. ( By Machinery ) , 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., Drilling Holes Of 35 Mm Dia. Vertical Or Inclined In All Formations Of Rock / Concrete Up To Required Depth Including Washing With Air & Water At Required Pressure For Following Stage Of Depth. 24 ( A ) For 0.00 To 10.0 Meter Depth, Providing And Placing In Position Reinforcement Bars Including Welding, Joints Where Necessary Hooking Etc Complete As Per Drawing For All Lead And Lifts. ( B ) Tmt, 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. ( Iii ) 1:3:6, ( Iv ) 1:2:4, 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. ( Iii ) 1:3:6, ( Iv ) 1:2:4, Providing And Laying Cement Concrete Of 1:2:4 Proportion Of Cement, Sand And Coarse Aggregate For R.C.C. Jacketing To Canal Structures Including Form Work, Centering, Rodding, Vibrating, Smooth Finishing And Curing For All Lead And All Lift. ( With B.T. Metal ) ( Iv ) C. C. 1:2:4, Providing And Laying Dry Rubble Pitching Of Various Thickness To Required Grade Including Trimming Of Earthwork , Handpacking The Interstices With Spauls, Filling Earth In Interstices Panneling Complete For All Leads And Lifts. ( A ) 300Mm Thick., ( B ) 450Mm Thick., Supplying And Fixing M.S. Gates With All Hoisting And Finishing Arrangements As Per Design And Dimension With Necessary Two Coats Of Oil Paints Etc. Complete, Providing And Fixing In Position ( Different Diameter ) Np2 R.C.C. Pipes With Collar Including Filling And Caulking The Joints With Cement Mortar 1 : 1 Proportion Finishing , Curing Etc. Completed For All Lead & Lifts. ( A ) Np2 250 Mm Dia. Pipes, ( B ) Np2 300 Mm Dia. Pipes, ( C ) Np2 600 Mm Dia. Pipes, ( D ) Np2 900 Mm Dia. Pipes, ( E ) Np2 1200 Mm Dia. Pipes, Providing And Fixing In Position ( Different Diameter ) I.S Np3 Class Reinforced Pipe With Caulkig The Joints With Cement Mortar 1 : 1 Slurry, Finishing Joints And Laying Pipes To The Designed Grade And Levels, Curing Etc. Complete For All Lead And Lifts. Np3 Class 600 Mm Dia Pipes, Np3 Class 900 Mm Dia Pipes, Np3 Class 1200 Mm Dia Pipes, Providing And Fixing In Position 100 Mm Dia Pvc Pipe Weep Holes In Abutment Wing Wall And Laying Training Etc.Complete, Providing And Fixing Marble Data Plate 2Cm Thickness Including Engraving And Filling Paint For Letters As Directed., Stripping The Canal Construction Width And Borrow Area In All Sorts Of Soil, Soft Murrum And Hard Murrum Including Depositing The Stripped Materials As And Where Directed Within A Lead Upto 200 Meter., Trimming Of The Canal Section Manually For Preparing Sub Grade For Laying Cement Concrete, Providing And Laying Yellow Soil Earth In Canal Section Before Laying C.C. Block For Lead Up To 5.00 Km And All Lifts., Quarrying, Transporting And Laying Inclined Or Horizontal Sand Filter For Earthen Dam In Layers Of Specified Thickness As Directed Including Watering, Rolling Etc. Complete With All Leads And Lifts., Quarrying, Transporting And Laying Rock Fill For Rock Toe And The Drain In Layers As Directed Including Necessary Hand Packing Of Stones Adjusting Sides To Correct Slopes Etc. Complete For All Lifts And Lift., 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., 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., Supplying Empty Cement Bags As And Where Required., Providing & Laying Empty Cement Bags Filled With Good Selected Earth Including Stiching & Laying As And Where Required., Hire Charges For Mazdoor Including All Types Transport At Required Site, Providing Laying & Jointing In Standard Length Isi Mark Unplasticised Pvc Pipes Suitable For Irrigation Water With Self Fit Joint Including Jointing Material ( Cement Solvent ) Of Following Class And Diameter As Per Is Specification No. 4985 / 1988 Etc.Complete. ( A ) Pvc 4.00 Kg / Cm2 Pipe 90 Mm Dia., ( B ) Pvc 4.00 Kg / Cm2 Pipe 110 Mm Dia., ( C ) Pvc 4.00 Kg / Cm2 Pipe 160 Mm Dia., ( D ) Pvc 4.00 Kg / Cm2 Pipe 200 Mm Dia., ( ) Pvc 4.00 Kg / Cm2 Pipe 225 Mm Dia., Providing & Fixing I.S.I. Mark Following Class & Dia. Of Dfferent Type Of Valves With Neccessary Fittings Of Standerded Design And Specification Incl. Testing With All Leads And Lifts Etc. Complete. Air Valve ( Single Acting ) ( I ) 40 Mm Dia., Air Valve ( Double Acting ) ( I ) 50 Mm Dia., Providing And Fixing Isi Mark Following Class & Diameter Of Different Type Of Valves With Necessary Fittings Of Standard Design And Specification Including Testing With All Leads And Lifts Etc. Complete. ( 1 ) Reflux Valve ( N.R.V. ) 100Mm Diameter, Providing And Fixing C. I. Flanges Outlet 15Cm Length Of Approved Pattern With Necessary C. I. Cover With Bolts And Nuts Etc. Complete. ( A ) 225 Mm Diameter, G.I. Corrugated Sheet 0.8 Mm Th. Class Iii, Providing , Laying And Jointing Pvc Pipe, Tee, Couplers, Fta, Reducer, End Cap, Elbow Etc. Complete. ( A ) Pvc Equal Tee ( Moulded ) 90X90, Pvc Equal Tee ( Moulded ) 110X110, Pvc Equal Tee ( Moulded ) 160X160, Pvc Tee ( Moulded ) 160X110, Pvc Bend ( Moulded ) 90, Pvc Bend ( Moulded ) 110, Pvc Bend ( Moulded ) 160, Pvc Bend ( Fabricated ) 200, Pvc Reducer ( Moulded ) 90 X 110, Pvc Reducer ( Moulded ) 160 X 110, Pvc Reducer ( Moulded ) 160 X 200, 110 Mm Dia. Pvc Tail Piece With Pvc Flanged ( Molded ) , 160 Mm Dia. Pvc Tail Piece With Pvc Flanged ( Molded ) , Providing And Laying Uncoarsed Rubble Masonry In Ordinary Portland Cement Mortar 1:5 Proportion In Foundation Including Curing Etc. Complete., Providing And Laying Burnt Brick ( Conventional Size ) Masonry For Foundation In Ordinary Portland Cement Mortar In Proportion 1:6 Including Racking Out Joints Up To 15Mm Deep Curing Etc. Complete For All Lead And Lift., 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, Providing And Laying 75Mm Wearing Coat Of Ordinary Portland Cement Concrete M-15 Grade Including Laying On Proper Camber, Tamping, Screening, Finishing, Broomung Or Grooving Etc. Complete For All Lead And Lifts., Hire Charges For Jcb- 4Cx Including Own Jcb Machine, Fule, Oil, Operator Etc. Complete, Hire Charges For Hydraulic Excavator Including Own Hydraulic Excavator Machine, Fule, Oil, Operator Etc. Complete, Hire Charges For Tractor ( Excavator ) Including Own Tractor ( Excavator ) Machine, Fule, Oil, Operator Etc. Complete, Hire Charges For Tractor Trolly With Pawada Including Own Tractor Trolly With Pawada Machine, Fule, Oil, Operator Etc. Complete, Hire Charges For Dumper / Tripper / Water Tanker For All Lead With Pawada Including Own Dumper / Tripper Machine, Fule, Oil, Operator Etc. Complete, 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., 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, 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. ( B ) 450 Mm Thick, Surveying Including Chaining, Ranging, Levelling, Jungle Cutting Etc. Complete. ( I ) Canal Alignment Survey, Survey And Collection Of Preliminary Data For Command Area Including Chaining, Ranging, Levelling And Jungle Cutting Etc. Complete., Providing And Fixing R.C.C. Precast Jali 40 Mm Thick For Ventilator Or Of Approved Quality And Design Including Fixing In Position Curing Finishing As Directed Etc. Complete, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 0.00 M To 1.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 1.50 M To 3.00 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 3.00 M To 4.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 4.50 M To 6.00 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 6.00 M To 7.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 7.5 M To 9.0 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 9.00 M To 10.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 10.50 M To 12.00 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 12.00 M To 13.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 13.50 M To 15.00 M Depth ( I ) In All Sorts Of Soils & Soft Murrum, ( Ii ) In Hard Murrum, ( Iii ) In Soft Rock, ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing, Extra For Dewatering For Excavation In Wet Condition And In All Strata ( A ) 0.00 M To 1.50 M Depth, ( B ) 1.50 M To 3.00 M Depth, &Copy; 3.00 M To 4.50 M Depth, ( D ) 4.50 M To 6.00 M Depth, ( E ) 6.00 M To 7.50 M Depth, ( F ) 7.50 M To 9.00 M Depth, ( G ) 9.00 M To 10.50 M Depth, ( H ) 10.50 M To 12.00 M Depth, ( I ) 12.00 M To 13.50 M Depth, ( H ) 13.50 M To 15.00 M Depth, Providing & Laying Cement Concrete 1:2:4 ( 1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregates 20Mm Nominal Size ) And Curing Complete Including Cost Of Formwork But Excluding Cost Of Reinforcement For Well Steining Work. 1. Well Steining Incl. Beam, 2. Add Extra Per Cum Per M Depth Beyond 6 M Depth, Supplying And Fixing Following Type Of Isi Mark Diesel Engine Set With Approved Water Pump Set With Suitable Foundation And Fixing At Site Of Work Including All Necessary Accessories Like Rubber Belt, Flexible ( Suction ) Pipe Of Required Length, Foot Valve, Nuts, Bolts, Socket, Clamp, Nipples, Bends, Couplings, Pulley, Flanges Etc. Complete As Per Site Requirement And As Directed. ( A ) 5.00 Hp, 14.00 Meter Head, ( B ) 7.50 Hp, 14.00 Meter Head, &Copy; 10.00 Hp, 26.00 Meter Head, ( D ) 12.50 Hp, 29.00 Meter Head, White Or Colour Wash In Following Coats Including Scrapping, Scaffolding Etc. Complete As Directed. ( A ) For Two Coats, Providing And Fixing Guard Stone Of Size 75 Cm &Times; 20 Cm &Times; 15 Cm Cement Concrete Block Of Size 35 Cm &Times; 40 Cm &Times; 45 Cm In Proportion 1:4:8 Including White Washing To Exposed Surfaces Of Guard Stone In Three Coats Etc. Completed., Drilling Of 200 / 215Mm Dia Bore Hole In Over Burden Rocky Or Loose Collapsible / Boulder Strata & Lowering Of 175 / 200Mm Dia Upvc / Pvc / Erw Casing Pipe Above 12Mtr Upto 40 Mtr Depth By Dth Rig Etc. Complete., Drilling Of Bore Hole 300 / 250Mm Dia. By Mini Dr Ring Including Lowering Of Pipe Assembly Gravel Packing Clay Packing And Development Of Bore By Washing For Istallation., Providing 175 Mm Dia. U P.V.C.Casing Pipe &Quot;Cs&Quot; Type, Providing 200 Mm Dia. U P.V.C.Casing Pipe &Quot;Cm&Quot; Type, Bore Plug Having 100 Mm Height Made From M.S. Plate With 3 Holes At Equal Distance On Circumference For Nut-Bolts Type, Locking Arrangement With Nuts-Bolts & Lock Nuts Of Std. Make Complete.C ( Ii ) . Bore Plug Having 100Mm Height Made From Upvc Of Std. Make, Paint Name Of &Quot;Jilla Panchayat, Surat Own Fund Year 2020-21&Quot; By Stensil Cut Letter With Enamel Colour Paint Etc. Complete As Directed., Providing And Fixing Steel Dore With Angle 40 Mm &Times; 40 Mm &Times; 6 Mm & 25 Mm &Times; 25 Mm &Times; 4 Mm Frame With Shutter Of 16 Gauge Plate As Per Approved Drawing & Design With Two Coats Of Approved Oil Paint With Precast Lintel Etc. Completed., Providing And Fixing M.S. Plate / Flat As Directed., Supplying & Laying Mechanically Woven Double Twisted Hexagonal Zn Pvc Coted Box Wire Mesh Gabions Size 2M X 1M X 1M Filled With 30 To 50Kg. Trap Rubble Stone ( Approx. 3.00 ) Tone With Mesh Size 10 X 12 Cm Including Packing , Interlocking Of Stones & Fusing Top Of Gabion & Tying To Each Other & Laying To The Required Line, Level Slope With All Lead & Lift As Directed Etc. Complete. ( Considering Lead Of 45Km For 85% & 15Km For 15% Rubble Materials. ) , Supplying & Laying Mechanically Woven Double Twisted Hexagonal Zn Pvc Coted Box Wire Mesh Gabions Size 1M X 1M X 0.50M Filled With 30 To 50Kg. Trap Rubble Stone ( Aprroxi 0.75 ) Tone With Mesh Size 10 X 12 Cm Including Packing , Interlocking Of Stones & Fusing Top Of Gabion & Tying To Each Other & Laying To The Required Line, Level Slope With All Lead & Lift As Directed Etc. Complee. ( Considering Lead Of 45Km For 85% & 15Km For 15% Rubble Materials. ) , Providing And Laying Geo Fabric Filter ( Gwf-40-200 Category ) Over The Excavated Surface As Per Specification Including Stiching As Per Specification Including Stiching The Overlap To Design Profile As Directed In Tidal Range Etc. Complete., Providing And Fixing In Position Structural Steel / Chequared Plate Including Fabrication By Cutting, Welding And One Coat Of Red Oxide Both Side Etc. Complete., Desilting Of Various Structures Of Canals And Distribution System Including Depositing The Same As Directed With All Lead And Lift., Desilting Of Canal / Drain With Lead Upto 50 Meter And Lift Up To 1.50 M Including Dewatering If Any Required For Following Depth Etc. Complete As Directed. ( C ) For Canals Between ( 20 To 250 Cusec ) 0.56 To 7.00 Cumecs, Providing And Fixing M.S. Jali 0.45 X 0.45 Mt. Size With Flat 50 Mm X 5 Mm Size And M.S. Bars Of 10 Mm Dia. And 5 Cm C / C. Including Welding, Cutting Etc. Complete., Providing Hard Murrum / Soft Murrum On Canal Service Road Including Sprading The Same Dressing The Top Surface In The Required Grade And Camber Etc. Complete.
