Construction Of District Material Testing Laboratory In Pwd ( Randb ) Division Reasi ( Including Design And Vet ) .- 1 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Upto 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared Bi01010001010000000000000515bi0100001113 900 Sqm 2 2 Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 M In Width ) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As1 Mtr From Cutting Edge. Bi01010001010000000000000515bi0100001114 88 Cum 3 3 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) Bi01010001010000000000000515bi0100001115 18 Cum 4 4 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Bi01010001010000000000000515bi0100001116 38 Cum 5 5 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Nworks Upto Plinth Level 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) Bi01010001010000000000000515bi0100001117 8 Cum 6 6 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) Bi01010001010000000000000515bi0100001118 45 Cum 7 7 Extra For Brick Work With Common Burnt Clay Bricks / Cement Concrete Bricks In Uperstructure Above Plinth Level Upto Floor Five Level Bi01010001010000000000000515bi0100001119 45 Cum 8 8 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Na ) Foundations, Footings, Bases For Columns Bi01010001010000000000000515bi0100001120 150 Sqm 9 9 B ) Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs And Steps Etc Bi01010001010000000000000515bi0100001121 25 Sqm 10 10 C ) Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Bi01010001010000000000000515bi0100001122 50 Sqm 11 11 D ) Suspended Floors, Roofs, Landings, Balconies And Access Platforms. Bi01010001010000000000000515bi0100001123 108 Sqm 12 12 E ] Edges Of Slabs And Breaks In Floors And Walls Nunder 20 Cm Wide Bi01010001010000000000000515bi0100001125 13 Mtr 13 13 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15°, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Five Level Including Curing But Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement With 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) Bi01010001010000000000000515bi0100001126 23 Cum 14 14 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level Cold Twisted Bars Bi01010001010000000000000515bi0100001127 4000 Kg 15 15 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 ( 1 Cement : 3 Fine Sand ) Bi01010001010000000000000515bi0100001128 96 Sqm 16 16 15Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix: 1 : 6 ( 1 Cement : 6 Fine Sand ) Bi01010001010000000000000515bi0100001129 197 Sqm 17 17 12Mm Cement Plaster Of Mix: 1 : 6 ( 1 Cement : 6 Coarse Sand ) Bi01010001010000000000000515bi0100001130 229 Sqm 18 18 12Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix: 1 : 4 ( 1 Cement : 4 Fine Sand ) Bi01010001010000000000000515bi0100001131 37 Sqm 19 19 Cement Concrete Flooring 1:2:4 ( 1Cement: 2 Coarse Sand: 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry And Curing Complete, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 50 Mm Thick With 20Mm Nominal Size Stone Aggregate Bi01010001010000000000000515bi0100001132 57 Sqm 20 20 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) , With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1: Cement, 4: Coarse Sand ) Incl. Grouting Thejoints With White Cement And Maching Pigments Etc. Complete Size 600 X 600 Mm. Bi01010001010000000000000515bi0100001133 25 Sqm 21 21 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer- In-Charge, In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Bi01010001010000000000000515bi0100001134 100 Sqm 22 22 Providing And Laying Machine Cut, Mirror Polished, Italian Marble Stone Flooring Laid In Required Pattern In Linear Portion Of The Building All Complete As Per Architectural Drawings, With 18 Mm Thick Stone Slab Laid Over 20 Mm ( Average ) Thick Base Of Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Laid And Jointed With White Cement Slurry @ 4.4 Kg / Sqm Including Pointing With White Cement Slurry Admixed With Pigment To Match The Marble Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge. A. 18 Mm Thick Italian Marble Stone Slab, Perlato, Rossoverona, Fire Nred Or Dark Emperadore Etc. Bi01010001010000000000000515bi0100001135 7 Sqm 23 23 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia And Length ( Hold Fast Lugs Or With Dash Fasteners Shall Be Paid For Separately ) : Sal Wood Bi01010001010000000000000515bi0100001136 1 Cum 24 24 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. ( Note: -Butt Hinges And Nnecessary Screws Shall Be Paid Separately ) . Second Class Deodar Wood Bi01010001010000000000000515bi0100001137 5 Sqm 25 25 Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelledand Glazed Shutters For Doors, Windows And Clerestory Windows ( Area Of Nopening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Nmeasured ) . Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Nmm Thick. Commercial Ply On Both Sides Bi01010001010000000000000515bi0100001138 4 Sqm 26 26 Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Nusing 4Mm Thick Float Glass Panes Including Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws Second Class Deodar Wood Bi01010001010000000000000515bi0100001139 11 Sqm 27 27 Providing And Fixing Wire Gauze Shutters Using Galvanized M.S. Wire Gauze Of Average Width For Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.63 Mm Nfor Doors, Windows And Clerestory Windows With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws As Per Direction Of Nengineer-In-Charge : Second Class Deodar Wood Bi01010001010000000000000515bi0100001140 13 Sqm 28 28 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. Nwith M.S. Flats, Square Or Round Bars Etc Including Priming Coat With Approvedsteel Primer All Complete. Fixed To Openings / Wooden Frames With Rawl Plugs Screws Etc Bi01010001010000000000000515bi0100001141 200 Kg 29 29 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : N6 Graded Stone Aggregate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nnominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing Nthe Top Smooth And Curing Complete Bi01010001010000000000000515bi0100001142 24 Sqm 30 30 Supplying And Filling In Plinth With Fine Sand Under Floors Including, Watering, Nramming, Consolidating And Dressing Complete. Bi01010001010000000000000515bi0100001143 7 Cum 31 31 Filling With Available Execvation Earth ( Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc.In Layers Not Exceeding 20Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering Lead Up 15Mtr And Lift Upto 1.5Mtr. Bi01010001010000000000000515bi0100001144 9 Cum 32 32 Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Nprepare The Surface Even And Smooth Complete. 2 Mm Thick Bi01010001010000000000000515bi0100001145 293 Sqm 33 33 Distempering With Oil Bound Washable Distemper Of Approved Brand And Nmanufacture To Give An Even Shade On New Work ( Two Or More Coats ) Over Nand Including Priming Coat With Water Thinnable Cement Primer Bi01010001010000000000000515bi0100001146 293 Sqm 34 34 Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work ( Two Or More Coats Applied @ 3.84 Kg / 10Sqm ) Bi01010001010000000000000515bi0100001147 293 Sqm 35 35 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work Bi01010001010000000000000515bi0100001148 173 Sqm 36 36 Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing Andfixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Confirming To Is:4454 Part-1 And M.S. Top Cover Of Required Thickness For Rolling Shutters 80X1.20 Mm M.S. Laths With 1.20 Mm Thick Top Cover Bi01010001010000000000000515bi0100001149 15 Sqm 37 37 Providing And Fixing On Wall Face Un-Plasticized Rigid Pvc Rain Water Pipes Conforming To Is: 13592 Type A Including Jointing With Seal Ring Conforming To Is: 5382 Leaving 10 Mm Gap For Thermal Expansion. Nsingle Socketed Pipes Na ) 110Mm Diameter Bi01010001010000000000000515bi0100001150 32 Rmt 38 38 B ) 75 Mm Diametre Bi01010001010000000000000515bi0100001151 30 Rmt 39 39 Providing And Fixing Un-Plasticised -Pvc Pipe Clips Of Approved Design To Un-Plasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Ncutting Brick Work And Fixing In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Making Good The Wall Etc. Complete 110 Mm Bi01010001010000000000000515bi0100001152 15 Nos 40 40 Providing And Fixing On Wall Face Un-Plasticized - Pvc Moulded Fittings / Accessories For Un Plasticized Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A Including Jointing With Seal Ring Conforming To Is : 5382 Leaving 10 Mm Gap For Thermal Expansion Na ) 75 Mm Bend Bi01010001010000000000000515bi0100001153 5 Nos 41 41 B ) 110 Mm Bend Bi01010001010000000000000515bi0100001154 5 Nos 42 42 C ) 110X110x110 Mm Single Tee Without Door Bi01010001010000000000000515bi0100001155 4 Nos 43 43 Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embeddings In Cement Concrete Block 30X10x15 Cm 1:3:6 Mix ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . Bi01010001010000000000000515bi0100001156 42 Nos 44 44 Providing And Fixing Aluminum Tower Bolts Isi Marked Anodized ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete : N A ) 200X10 Mm Bi01010001010000000000000515bi0100001157 6 Nos 45 45 B ) 150X10 Mm Bi01010001010000000000000515bi0100001158 112 Nos 46 46 C ) 100X10 Mm Bi01010001010000000000000515bi0100001159 68 Nos 47 47 Providing And Fixing Aluminum Sliding Door Bolts Isi Marked Anodized ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc. Complete : 300X16 Mm Bi01010001010000000000000515bi0100001160 4 Nos 48 48 Providing And Fixing Aluminum Handles Isi Marked Anodized ( Anodic Coating Nnot Less Than Grade Ac 10 As Per Is: 1868 ) Transparent Or Dyed To Required Colour And Shade With Necessary Screws Etc. Complete. N A ) 125 Mm Bi01010001010000000000000515bi0100001161 8 Nos 49 49 B ) 100 Mm Bi01010001010000000000000515bi0100001162 56 Nos 50 50 C ) 75 Mm Bi01010001010000000000000515bi0100001163 16 Nos 51 51 Providing And Fixing Aluminum Hanging Floor Door Stopper, Isi Marked, Anodized ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Nor Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete : Twin Rubber Stopper Bi01010001010000000000000515bi0100001164 3 Nos 52 52 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc 20 Mm Dia. Nominal Bore Bi01010001010000000000000515bi0100001165 50 Mtr 53 53 Providing And Fixing G.I. Union In G.I. Pipe Including Cutting And Nthreading The Pipe And Making Long Screws Etc. Complete ( New Work ) Na ) 15 Mm Nominal Bore Bi01010001010000000000000515bi0100001166 5 Nos 54 54 B ) 20 Mm Nominal Bore Bi01010001010000000000000515bi0100001167 5 Nos 55 55 Providing And Fixing 15 Mm Nominal Bore C.P. Brass Bib Cock Of Napproved Quality Conforming To Is : 8931 Bi01010001010000000000000515bi0100001168 2 Nos 56 56 Providing And Fixing 15 Mm Nominal Bore C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms Bi01010001010000000000000515bi0100001169 2 Nos 57 57 Providing And Fixing 15 Mm Nominal Bore C.P. Brass Angle Valve For Nbasin Mixer And Geyser Points Of Approved Make Conforming To Is : 8931 Bi01010001010000000000000515bi0100001170 6 Nos 58 58 Providing And Fixing 15 Mm Nominal Bore Of Standard Back Type C.P. Brass Close Hole Basin Mixer Pillar Tap Of Approved Quality And Make, Weighing Not Less Than 1.970 Kg. Bi01010001010000000000000515bi0100001171 2 Nos 59 59 Providing And Fixing C.P. Brass Extension Nipple ( Size 15Mmx50mm ) Of Approved Make And Quality As Per Direction Of Engineer-Incharge Bi01010001010000000000000515bi0100001172 5 Nos 60 60 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete 20 Mm Nominal Bore Bi01010001010000000000000515bi0100001173 2 Nos 61 61 Constructing Masonry Chamber Of Specified Size, In Brick Work With Common Burnt Clay ( Non Modular ) Bricks Of Class Designation 7.5 In Cement Mortar 1:4 ( 1Cement :4 Coarse Sand ) And R.C.C. Top Slab 1:1.5:3 Mix ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) Including Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement :5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Ncoarse Sand ) 12 Mm Thick Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design. N19.27.1 For Sluice Valve, With C.I. Surface Box 100 Mm Top Ndiameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside ) With Chained Lid. Chamber 60X 60X 75Cm Bi01010001010000000000000515bi0100001174 3 Nos 62 62 Making Soak Pit 2.5 M Diameter 3.0 Meter Deep With 45X45 Cm Dry Brick Honey Comb Shaft With Common Burnt Clay ( Non Modular ) Bricks Of Class Designation 7.5 Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. Bi01010001010000000000000515bi0100001175 1 Nos 63 63 Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surfaces As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations.A ) Applying A Slurry Coat Of Neat Cement Using 2.75Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300Mm Height Including Cleaning The Surface Before Treatment. B ) Laying Brick Bats With Mortar Using Broken Bricks / Brick Bats 25Mm To 115Mm Size With 50% Of Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is 2645 And Approved By Engineer-In-Charge Over 20Mm Thick Layer Of Cement Mortar Of Mix 1:5 ( 1 Cement : 5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is 2645 And Approved By Engineerin- Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300Mm Height Including Rounding Of Junctions Of Walls And Slabs ) C ) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is 2645 And Approved By Engineer-In-Charge. D ) Finishing The Surface With 20Mm Thick Joint Less Cement Mortar Of Mix 1:4 ( 1 Cement: 4 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300mm / Sq 3Mm Deep. E ) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test. All Above Operations To Be Done In Order And As Directed And Specified By Engineerin- Charge. 23.7.1 With Average Thickness Of 120Mm And Minimum Thickness At Khurra As 65 Mm Bi01010001010000000000000515bi0100001176 90 Sqm 64 64 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type W.C. Pan ) With Seat And Lid, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe With Manually Controlled Ndevice ( Handle Lever ) , Conforming To Is:7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: Na ) W.C. Pan With Isi Marked White Solid Plastic Seat And Lid. Bi01010001010000000000000515bi0100001177 1 Nos 65 65 Providing And Fixing Wash Basin With C.I. Brackets, 15Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required : Nwhite Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps Bi01010001010000000000000515bi0100001178 2 Nos 66 66 Providing And Fixing White Vitreous China Pedestal For Wash Basin Completely Recessed At The Back For The Reception Of Pipes And Fittings Bi01010001010000000000000515bi0100001179 2 Nos 67 67 Providing And Fixing 100 Mm Sand Cast Iron Grating For Gully Trap. Bi01010001010000000000000515bi0100001180 2 Nos 68 68 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fitting Arrangement Of Approved Quality And Colour 450 Mm Long Towel Rail With Total Length Of 495 Mm, 78 Mm Wide And Effective Height Of 88 Mm, Weighing Not Less Than 170 Gms Bi01010001010000000000000515bi0100001181 1 Nos 69 69 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Nstorage Tank Isi : 12701 Marked, With Cover And Suitable Locking Narrangement And Making Necessary Holes For Inlet, Outlet And Overflow Npipes But Without Fittings And The Base Support For Tank Bi01010001010000000000000515bi0100001182 1000 Ltr 70 70 Disposal Of Excuvated Earth / Mulba Incl / Loading Unloading Complete Job For An Av Distance Of 5.00Kms Bi01010001010000000000000515bi0100001183 45 Cum 71 71 Carriage Of Material By Mechanical Transport Including Loading, Unloading And Stacking Complete:- Na. Sand For An Av. Distance Of 25.00Kms Bi01010001010000000000000515bi0100001184 73 Cum 72 72 B. Stone Agg. Upto 40Mm Nominal Size By Av. Distance 10.00Kms Bi01010001010000000000000515bi0100001185 80 Cum 73 73 C. Carriage Of Brick By Av Distance 80.00Kms Bi01010001010000000000000515bi0100001186 26000 Nos
