Unit Rate ( Rate Contract ) For The Items Of Works For Various Works In Navsari District.-1.00 Cm 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 ) 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 Rmt 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 225 Mm Dia. Pipes 1.00 Rmt ( B ) Np2 300 Mm Dia. Pipes 1.00 Rmt ( C ) Np2 600 Mm Dia. Pipes 1.00 Rmt ( D ) Np2 900 Mm Dia. Pipes 1.00 Rmt ( E ) Np2 1200 Mm Dia. Pipes 1.00 Rmt Providing And Fixing In Position ( Different Diameter ) Np3 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 ) Np3 300 Mm Dia. Pipes 1.00 Rmt ( B ) Np3 600 Mm Dia. Pipes 1.00 Rmt ( C ) Np3 900 Mm Dia. Pipes 1.00 Rmt ( D ) Np3 1200 Mm Dia. Pipes 1.00 M Providing And Filling The Asphalt Of The Approved Make And Sand In The Expansion And Contraction Joints In The C.C. Lining Including Clearing The Joints With Air Water Jet. 1.00 Nos Charges For Drilling Hole In Foundation In Hard Strata 25Mm Diameter For Following Depth As Under As Directed Including Inserting Anchor Bar Filling With Cement Mortar 1:1 Etc. Complete. ( A ) Depth 0.60Meter 1.00 Rmt Providing And Fixing In Position 100 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 Cm 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. 1.00 Cum. 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. 1.00 Cum. 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. 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. 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. 1.00 Sm Trimming Of The Canal Section Manually For Preparing Sub Grade For Laying Cement Concrete 1.00 Sm Providing And Laying Plain / Reinforced Cement Concrete Lining Of 1:2:4 Proportion In Bed, Side Slopes And Curvature Including Batching, Mixing, Transporting, Placing, Smooth Finishing, Curing Including Dewatering Where Required. ( Manually With Conventional Mixer ) ( A ) 7.5 Cm In Bed & Slope ( With Water Curing ) 1.00 Sm ( B ) 10.0 Cm In Bed & Slope ( With Water Curing ) 1.00 Sm Providing And Laying Plain / Reinforced Cement Concrete Lining Of 1:3:6 Proportion In Bed, Side Slopes And Curvature Including Batching, Mixing, Transporting, Placing, Smooth Finishing, Curing Including Dewatering Where Required. ( Manually With Conventional Mixer ) ( A ) 7.5 Cm In Bed & Slope ( With Water Curing ) 1.00 Sm ( B ) 10.0 Cm In Bed & Slope ( With Water Curing ) 100 100 No. Providing & Laying Empty Cement Bags Filled With Good Selected Earth Including Stiching & Laying As And Where Required. 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. 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 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. 1.00 Sm 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 ) 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 1.00 Rmt 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. 1.00 Rmt ( A ) Pvc 4.00 Kg / Cm2 Pipe 110 Mm Dia. 1.00 Rmt ( A ) Pvc 4.00 Kg / Cm2 Pipe 200 Mm Dia. 1.00 Rmt ( A ) Pvc 4.00 Kg / Cm2 Pipe 225 Mm Dia. 1.00 Nos. Providing , Laying And Jointing Pvc Pipe, Tee, Couplers, Fta, Reducer, End Cap, Elbow Etc. Complete. ( A ) Pvc Equal Tee ( Moulded ) 90X90 1.00 Nos. ( A ) Pvc Equal Tee ( Moulded ) 110X110 1.00 Nos. ( A ) Pvc Equal Tee ( Moulded ) 160X160 1.00 Nos. ( A ) Pvc Equal Tee ( Moulded ) 200X200 1.00 Nos. ( B ) Pvc Bend ( Moulded ) 90 1.00 Nos. ( B ) Pvc Bend ( Moulded ) 110 1.00 Nos. ( B ) Pvc Bend ( Moulded ) 160 1.00 Nos. ( C ) Pvc Bend ( Fabricated ) 200 1 Nos. ( D ) Pvc Reducer ( Moulded ) 90 X 110 1 Nos. 160 X 110 1 Nos. 160 X 200 1 Nos. ( E ) Pvc Reducer ( Fabrcated ) 200 X 110 1 Nos. 200 X 160 1 Nos. ( F ) Pvc End Cap 110 1 Nos. 160 1 Nos. 200 1 Nos. ( G ) Pvc Tail Piece 110 1 Nos. 160 1 Nos. 200 1.00 Cm 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 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 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. ( With Frame And 3 Mm Plate For Gate As Per Drawing ) 1.00 Sm 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. ( With Frame And 6 Mm Plate For Gate As Per Drawing ) 1.00 Sm 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. ( Without Frame As Per Drawing ) 1.00 Sm Providing And Laying Dry Rubble Pitching Of Various 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. ( A ) 15 Cm To 20 Cm Pitching 1.00 Sm ( B ) 25 Cm To 30 Cm Pitching 1.00 Cm Providing And Laying Uncoarsed Rubble Masonry In Ordinary Portland Cement Mortar 1:5 Proportion In Foundation Including Curing Etc. Complete. 1.00 Cm 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. 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 Hour Hire Charges For Jcb Including Own Jcb Machine, Fule, Oil, Operator Etc. Complete 1.00 Hour Hire Charges For Tractor ( Excavator ) Including Own Tractor ( Excavator ) Machine, Fule, Oil, Operator Etc. Complete 1.00 Hour Hire Charges For Tractor Trolly With Pawada Including Own Tractor Trolly With Pawada Machine, Fule, Oil, Operator Etc. Complete 1.00 Km Hire Charges For Dumper / Tripper For All Lead With Pawada Including Own Dumper / Tripper Machine, Fule, Oil, Operator Etc. Complete 1.00 Trip Hire Charges For Water Tanker ( 5000 Liter ) Capacity Including Own Water Tanker ( 5000 Liter ) Machine, Fule, Oil, Operator Etc. Complete 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. 1.00 Nos. 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. 1.00 Nos. Air Valve ( Double Acting ) ( I ) 50 Mm Dia. 1.00 Nos. 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 1.00 Nos. 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 1.00 Nos. ( B ) 300 Mm Diameter 1.00 Qtl G.I. Corrugated Sheet 0.8 Mm Th. Class Iii 1.00 Qtl G.I. Plain Sheet 0.8 Mm Th. Class Iii 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 Cm Providing And Laying Yellow Soil Earth In Canal Section Before Laying C.C. Block For Lead Up To 5.00 Km And All Lifts. 1.00 Cm 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 1.00 Cm ( B ) In Cement Mortar 1.00 Cm 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 1.00 Cm ( B ) In Cement Mortar 1.00 Cm 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 Cm ( B ) In Cement Mortar 1.00 Cm ( C ) R.C.C. For Super Structure 1.00 Rmt Providing & Supplying Isi Mark G.I.Pipe Medium Duty With Coupling Including All Taxes, Insurance, Transportation, Frieght, Charges, Octroi, Inspection Charges, Loading, Unloading Conveyance To Departmental Stores, Staking Etc. Completed As Per Is 1239 / 1990 ( A ) 80 Mm 1.00 Rmt ( B ) 100 Mm 1.00 Km Surveying Including Chaining, Ranging, Levelling, Jungle Cutting Etc. Complete. ( I ) Canal Alignment Survey 1.00 Ha Survey And Collection Of Preliminary Data For Command Area Including Chaining, Ranging, Levelling And Jungle Cutting Etc. Complete. 1.00 Sm 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 1.00 Mtr 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. 1.00 Rmt Providing And Supplying In Standard Length Isi Mark High Density Polyethylene H.D.P.E. Pipes Suitable For Potable Water As Per Is Specification No. 4984 / 1995 Including All Local And Central Taxes, Transportation, Freight Charges, Octroi, Inspection Charges, Loading, Unloading, Conveyance To The Dept. Stores Etc. Comp. ( A ) 6.0 Kg / Cm2 ( I ) 90 Mm 1.00 Rmt ( Ii ) 110 Mm 1.00 Rmt ( Iii ) 160 Mm 1.00 Rmt ( Iv ) 200 Mm 1.00 Rmt ( B ) 10.0 Kg / Cm2 ( I ) 90 Mm 1.00 Rmt ( Ii ) 110 Mm 1.00 Rmt ( Iii ) 160 Mm 1.00 Rmt ( Iv ) 200 Mm 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm 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 1.00 Cm ( Ii ) In Hard Murrum 1.00 Cm ( Iii ) In Soft Rock 1.00 Cm ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 1.00 Cm Extra For Dewatering For Excavation In Wet Condition And In All Strata ( A ) 0.00 M To 1.50 M Depth 1.00 Cm ( B ) 1.50 M To 3.00 M Depth 1.00 Cm © 3.00 M To 4.50 M Depth 1.00 Cm ( D ) 4.50 M To 6.00 M Depth 1.00 Cm ( E ) 6.00 M To 7.50 M Depth 1.00 Cm ( F ) 7.50 M To 9.00 M Depth 1.00 Cm ( G ) 9.00 M To 10.50 M Depth 1.00 Cm ( H ) 10.50 M To 12.00 M Depth 1.00 Cm ( I ) 12.00 M To 13.50 M Depth 1.00 Cm ( H ) 13.50 M To 15.00 M Depth 1.00 Cm 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 1.00 Cm 2. Add Extra Per Cum Per M Depth Beyond 6 M Depth 1.00 Sm 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 1.00 Sm White Or Colour Wash In Following Coats Including Scrapping, Scaffolding Etc. Complete As Directed. ( A ) For Two Coats 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. 1.00 Rmt Providing 175 Mm Dia. U P.V.C.Casing Pipe Cs Type 1.00 Rmt Providing 200 Mm Dia. U P.V.C.Casing Pipe Cm Type 1.00 Sm Providing And Fixing Steel Dore With Angle 40 Mm × 40 Mm × 6 Mm & 25 Mm × 25 Mm × 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. 1.00 Qntl Providing And Fixing M.S. Plate / Flat As Directed. 1.00 Nos. Supplying Empty Cement Bags As And Where Required. 1.00 Set. Providing & Installing 12.50 H.P. Diesel Engine High Speed 1500 Rpm Single Cylinder Isi Mark Water Cooled Engine, 10.00 Kva Generator Set ( Coupled Set ) Three Phase, 415 Volt 7.50 Hp Submercible Motor With Required Stage Including Panel Board, Starter, Switch & 2.50 Mm 3 Core Flate Cable As Per Site Situation Including All Necessary Accessories Fitting And Testing As Directed. 1.00 Rmt Drilling 35Mm Dia Vertical Or Inclined In All Formation Of Rock / Concrete Upto Required Depth Including Washing With Air & Water At Required Pressure Upto 10.0Mt.Depth. 1.00 Cm Deepning Of Tank By Excavation In All Sorts Of Soil ( Including Wet & Slushy Condition Of Soil ) With Yellow , Sandy, Gravelly Soils Incluiding Soft Murrum & H.M.Including And Depositing The Excavated Stuff As & Where Directed Up To Lead 5 Km. & All Lift Includiing Clearing The Site Etc. Complete. 1.00 4 Hrs. Providing Vidiography On The Ocassion Of Function Or For On Going Construction Work Including Dubbing, Titeling Etc. Complete Including Cost Of Cassette / Cd 1.00 No. Providing Photography On The Ocassion Of Function Or For On Going Construction Work Including Printout Photocopy / Hardcopy And Softcopy Etc. Complete.
