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Tender For Miscellaneous Civil Works For Lube Modernization And Bottom Upgradation (Lmbu) Project-Sl. No. Item No Description Qty Uom Rate Amount 134 01Gc.7.7 Supply Of All Materials And Construction Of Dry Lean Cement Concrete Sub-Base (7 Days Compressive Strength Of 10.0 Mpa) With 26.5Mm And Down Size Aggregate Including Cement , Water, And Approved Additives On A Prepared Sub-Grade, Mixed In Batching Plant, Transported To Site, For All Leads & Lifts, Laid, Compacted, Finished And Cured Etc. Complete As Per Irc:Sp:49 (Guidelines For The Use Of Dry Lean Concrete As Sub-Base), Drawings, Standards, Specifications And Directions Of Engineer-In-Charge. 300 M³ 5072 1521600 135 01Gc.7.11 Providing Joints In Pavements And Around Foundations As Per Standard/ Drawing Including Cleaning The Joints Of All Loose Materials And Sealing With Polysulphide Base Joint Sealant Of Approved Make Conforming To Bs:5212, Including Applying 2 Coats Of Approved Primer Compatible With The Brand Of Polysulphide Etc. Complete As Per Drawings, Specifications And Directions Of Engineer-In- Charge For. 136 01Gc.7.11.1 Construction Joints 20Mm Wide X 25Mm Deep. 10 M 200 2000 137 01Gc.7.11.2 Sealing Joint Around Pedestal And Column Etc. 20Mm Wide X 200 Mm Deep Including Filling With 20Mm Thick Impregnated Fire Board For The Full Depth Of Slab Except For 25Mm Depth From Top And Sealing The Top 25Mm With Polysulphide Base Joint Sealant Of Approved Make Conforming To Bs:5212, Including Applying 2 Coats Of Approved Primer Compatible With The Brand Of Polysulphide Etc. Complete As Per Drawings, Specifications And Directions Of Engineer-In- Charge. 60 M 320 19200 138 01Gc.7.11.6 Sealing Joint Around Precast Cover Etc. 10Mm Wide And For Full Depth Of Slab (Upto And Inclusive Of 300 Mm) Including Filling With Clean Sand For The Full Depth Of Slab Except For 10Mm Depth From Top And Sealing The Top 10Mm With Polysulphide Base Joint Sealant Of Approved Make Conforming To Bs:5212, Including Applying 2 Coats Of Approved Primer Compatible With The Brand Of Polysulphide Etc. Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge For. 100 M 540 54000 139 01Gc.8 Flexible Pavements Wearing Course And Miscellaneous Road Works 140 01Gc.8.4 Providing And Laying 30Mm Thick Bituminous Concrete As Per Section 507 Of Morth Specification Of Road & Bridge Works Including Design Mix, Trials, Heating Bitumen, Mixing Aggregates, Grit, Laying To Proper Grade And Camper Including Preparation Of Surface, Filling Pot Holes, Rolling To Proper Grade And Camber, Finishing And Clearing Of Surfaces, Spraying Tack Coat Of Bitumen, Etc. Complete All As Per Drawings, Specifications And Directions Of Engineer- In-Charge For Following Bitumen Grade:- 141 01Gc.8.4.3 Vg-30 500 M² 530 265000 142 01Gc.8.8 Providing And Laying Of Dense Bituminous Macadam Of The Of 60Mm Compacted Thickness As Per Section 505 Of Morth Specification Of Road & Bridge Works, Including Supply Of All Material, Preparation Of Underlying Course, Application Of Prime Coat Over Underlying Non Bituminous Coarse, Preparation Of Premix, Spreading, Rolling Etc. Complete As Per Drawings, Specifications And Directions Of Engineer -In-Charge. 500 M² 670 335000 143 01Gc.9 Rcc Pipe Culverts & Electrical Road Crossings Etc. 144 01Gc.9.1 Supplying And Laying In Position Rcc Pipes With Collars Conforming To Is:458 For Pipe Culverts, Cable Crossings Etc. Including Cutting The Pipe If Necessary, Lowering, Laying In Position To Proper Levels, Slopes Etc. Caulking The Joints With Spun Yarn Soaked In Neat Cement Slurry And Finishing With Cement Mortar 1:2 (1 Cement : 2 Sand) Curing Etc. All Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. For Following Class And Internal Pipe Dia (Mm) Page 20 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 145 01Gc.9.1.1V4 Pipe Class Np3 Internal Pipe Dia. 500 Mm 150 M 2800 420000 146 01Gc.9.2 Supplying And Laying In Position Pvc Pipes Conforming To Is:4985 Class - I For Cable Crossings, Including Cutting The Pipe If Necessary, Lowering, Laying In Position To Proper Levels, Slopes ,Providing Proper Jointing As Per Code Requirements Or Manufacturers Recommendations, Sealing The Open Ends Of Pipes With Removable Type Pvc Cap (Sealing Cap Will Be Paid Separately Under Relevant Items)Etc. All Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. For Following Nominal Outside Pipe Dia (Mm) 147 01Gc.9.2.1V3 Pipe Class 1 Nominal Outside Pipe Dia. 160 Mm 150 M 650 97500 148 01Gc.9.3 Supplying And Fixing In The Encasement Concrete, Cable Crossing Indicator, Made Out Of 6Mm Thick Ms Circular Of Dia. 150Mm Welded To 16Mm Dia. Ms Rod Of Approximately 1.0M Length, Painted With 2 Coats Of Approved Enamel Paint Over A Coat Of Red Oxide Primer Etc. Complete. (All Materials In ContractorS Scope Of Supply). 22 Each 710 15620 149 01Gc.15 Misc. Civil And Structural Works For U/G Piping And Other Civil Works 150 01Gc.15.1 Providing And Laying Brick Masonry With Locally Available Bricks Of Specified Class (Brick Of Class Lower Than Specified Shall Not Be Accepted) In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) In One Or More Brick Thickness And In Any Shape In Foundation And Plinth For Valve Pits, Drains, Circular/Square Maholes, Wing Walls, Etc. Including Providing Recesses, Openings, Etc. Including Curing, Finishing The Joints Flush Below Ground Level And Raking Out Joints In Plinth With All Labour And Material, Etc. Complete As Per Drawings, Specifications And Direction Of Engineer-In- Charge. For Following Brick Class. 151 01Gc.15.1.2 All Materials Including Cement Supplied By The Contractor And Following Brick Class 152 01Gc.15.1.2.1V1 Brick Class 5 10 M³ 10920 109200 153 01Gc.15.6 Supplying And Fixing In Position Medium/ Heavy Duty Ci Manhole Frame With Lugs And Cover Conforming To Is-1726 Including Breaking Of Brick Masonry Or Concrete Surface To Receive Frame With Lugs And Making Good The Same With Cm 1:3 Including Applying Two Coats Of Anticorrosive Paint Inclusive Of All Labours And Materials Etc. Complete 154 01Gc.15.6.1 Circular Size 500 Mm Dia. Medium Duty Of Grade Md-10 2 Each 9520 19040 155 01Gc.15.6.2 Circular Size 560 Mm Dia. Heavy Duty Of Grade Hd-20 2 Each 15207 30414 156 01Gc.15.8 Providing Cement Mortar Grouting On Brick Masonry / Rcc Wall For Filling Free Space Between Pipe Body And Masonry Wall/Concrete Wall With 1:2 (1 Cement: 2 Sand) Mortar Including Packing, Consolidating, Curing, Finishing, Etc. Complete As Per Drawings Specifications And Directions Of Engineer-In-Charge. 157 01Gc.15.8.2 All Materials Including Cement Supplied By The Contractor. 0.2 M³ 15054 3010.8 158 01Gc.15.11 Supplying, Fabricating And Fixing In Position In Rcc Or Brick Masonry Walls Ms Rungs Made Out Of 20Mm Dia. Reinforcement Bar Of Grade Fe500 Tmt Bar Conforming To Is: 1786 .Including Laying Or Welding To Keep In Proper Position Etc. Complete As Per Drawings, Specifications And Instructions Of Engineer-In-Charge. 40 Each 100 4000 159 01Gc.15.12 Supply Of All Materials, Fabrication And Erection In Position, Funnels, Clean Outs, Plugs, Flame Arrester In Vent Pipe, Bird Mesh In Vent Pipe Etc. Including The Cost Of Cutting, Bolting/Welding, Painting With Two Coats Of Chlorinated Rubber Zinc Phosphate Primer @ 40? Dft Per Coat And Finish Painting Consisting Of 2 Coats Of Chlorinated Rubber Paint @ 40? Dft Per Coat, Etc. Complete As Per Drawings, Specifications And Direction Of Engineer-In-Charge. 100 Kg 190 19000 Page 21 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 160 01Gc.15.15 Providing 13Mm Thick Average Cement Plaster In Cement Mortar 1:6 (1 Cement: 6 Sand) On Brick Walls/Stone Masonry/Pitching Or On Concrete Surfaces For Manholes, Valves Pits, Culverts, Walls, Etc. Including Cleaning And Preparation Of The Surface, Scaffolding, Curing Etc. For All Depths And Heights Complete As Per Drawings Specifications And Direction Of Engineer-In-Charge. All Materials Including Cement Supplied By The Contractor. 50 M² 430 21500 161 01Gc.15.16 Providing 16Mm Thick Average Cement Plaster In Cement Mortar 1:6 (1 Cement: 6 Sand) On Brick Walls/Stone Masonry/Pitching Or On Concrete Surfaces For Manholes, Valves Pits, Culverts, Walls, Etc. Including Cleaning And Preparation Of The Surface, Scaffolding, Curing Etc. For All Depths And Heights Complete As Per Drawings Specifications And Direction Of Engineer-In-Charge. All Materials Including Cement Supplied By The Contractor. 50 M² 500 25000 162 01Gc.26 Miscellaneous Items 163 01Gc.26.1 Laying Of Random Rubble Masonry In Cement Mortar 1:6 (1 Cement: 6 Coarse Sand) In Any Shape And Thickness For Compound Wall, Toe Walls, Drains, Or At Any Other Places As Directed Including Providing Recesses, Openings, Scaffolding, Staging, Raking Out Joints, Curing Etc. By Using Stone Rubble 150Mm To 300Mm Size Available Within Complex Limit, Transportation To Work Site Including Handling, All Leads And Lifts Within Complex Limit, Using At Required Locations, Dressing Of Stones, Etc. All Complete As Per Drawings, Specifications And Directions Of Engineer-In- Charge. 164 01Gc.26.1.3 At All Depths Below And Upto And Inclusive Of Plinth Level. (All Materials Including Cement Supplied By Contractor) 5 M³ 9180 45900 165 01Gc.26.1.4 At All Heights Above Plinth Level. (All Materials Including Cement Supplied By Contractor) 5 M³ 10872 54360 166 01Gc.26.2 Laying Of Random Rubble Masonry In Cement Mortar 1:6 (1 Cement: 6 Coarse Sand) In Any Shape And Thickness For Compound Wall, Toe Walls, Drains, Or At Any Other Places As Directed Including Providing Recesses, Openings, Scaffolding, Staging, Raking Out Joints, Curing Etc. By Breaking Big Stones/Boulders Available Within Complex Limit To Required Size, Dressing Including Making Required Size Bond, Through Stones, Corner Stones, Quoin Etc. Transportation To Work Site With All Leads And Lifts Within Complex Limit, Handling Etc. And Using At Required Locations All Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. 167 01Gc.26.2.3 At All Depths Below And Upto And Inclusive Of Plinth Level. (All Materials Including Cement Supplied By Contractor) 5 M³ 6170 30850 168 01Gc.26.2.4 At All Heights Above Plinth Level. (All Materials Including Cement Supplied By Contractor) 5 M³ 7680 38400 169 01Gc.26.18 Supplying & Laying 60Mm Thick Interlocking Paver Blocks For Footpaths And Any Other Place Etc. Including Providing 40 Mm Thick Sand Filling Below Paver Blocks Including Compaction Of Sand Layer, Filling The Joints By Dry Sand, Providing Precast Kerb Stone Of Pcc M 30 At Edges And At Every 6.0M Across The Foot Path, Including Preparation Of Compacted Base/ Sub Base Etc. All Complete As Per Drawing, Standard, Specification And Directions Of Engineer- In-Charge. (All Material Including Cement Supplied By Contractor, Paver Blocks Shall Confirm To Category A As Per Irc Sp63. Colour And Shape Of Paver Block Shall Be As Per Owner Requirement.). 100 M² 990 99000 Page 22 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 170 01Gc.26.27 Supplying & Laying Of Random Rubble Pitching 300Mm Thick In 1:6 Cement Mortar (1 Cement: 6 Coarse Sand) In One Layer For Embankments, Road Side Slopes, Holding Ponds Bunds, Drains, Channels Or At Any Other Place As Directed Including Cost Of Stones, All Royalties & Taxes, Transportation To Site With All Leads And Lifts, Dressing, Preparation Of Sub Grade For Pitching, Flush Pointing In 1:4 Cement Mortar (1 Cement: 4 Sand), Curing Etc. Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. 171 01Gc.26.27.1 On Sloped/Curved Surface (All Materials Including Cement Supplied By Contractor) 100 M³ 5180 518000 172 01Gc.26.27.2 On Horizontal Surface (All Material Including Cement Supplied By Contractor) 50 M³ 5000 250000 173 01Gc.28 Ndt Testing 174 01Gc.28.1 Dye Penetration / Magnetic Particle Test Performing Of Magnetic Particle Test Or Dye Penetration Test Including Supply Of All Necessary Materials, Equipment And Labour For Carrying Out The Work As Per Specs. And Direction Of Engineer-In -Charge 175 01Gc.28.1.1 Dp Test Length(Bw&Sw) 10 Inch 80 800 176 01Gc.28.1.2 Magnetic Particle Test 10 Inch 120 1200 177 01Gc.32 Dismantling Works 178 01Gc.32.2 Removal Of Existing U/G Piping 179 01Gc.32.2.1 Removal Of Existing U/G Piping Including Excavation In All Types Of Soils Except Soft Rock And Hard Rock, Including Supply Of Any Additional Material Required So As To Expose The Pipes For Removal / Dismantling, Taking All Safety Precautions, Supporting Existing U/G Services, Dewatering Of Surface / Sub-Surface Water As Required To Facilitate Dismantling Of Pipes, Cutting Of Pipes In Appropriate Lengths For Transporting Purpose, Removal Of Soft Material From Bottom Of Trench And Compacting, Backfilling With Available Selected Earth Including Re-Excavating The Deposited Soil Excavated Earlier, Breaking Clods, Laying In Thickness Not Exceeding 15Cms, Watering Rolling And Ramming By Manual Methods / Mechanical Compactors To Achieve 90% Laboratory Maximum Dry Density As Per Is:2720 Part Vii Or 85% Relative Density As Per Is:2720 Part Xiv As Applicable, Stacking Of Serviceable / Unserviceable Material, Transporting And Stacking Of All Piping Material To OwnerS Storage Point, Disposal Of Unserviceable Material Anywhere Outside The Complex Etc. , All Complete As Per Directions Of Engineer-In-Charge.(Disposal Areas Shall Be Arranged By The Contractor At His Own Cost. The Rate Quoted Shall Include All Royalties, Right-Of-Way Etc. Complete.) 180 01Gc.32.2.1.1 For Cs Piping Dismantling, Thickness <=10 Mm , For Following Nominal Sizes 181 01Gc.32.2.1.1.1 Nb Upto 1.5 Inch 50 Inch Mtr 400 20000 182 01Gc.32.2.1.1.2 Nb 2 Inch - 6 Inch 50 Inch Mtr 400 20000 183 01Gc.32.2.1.1.3 Nb 8 Inch - 14 Inch 50 Inch Mtr 400 20000 184 01Gc.32.2.1.1.4 Nb 16 Inch - 24 Inch 50 Inch Mtr 400 20000 185 01Gc.32.2.1.2 For Cs Piping Dismantling, Thickness > =10Mm And <=20 Mm , For Following Nominal Sizes 186 01Gc.32.2.1.2.4 Nb 38 Inch - 48 Inch 50 Inch Mtr 400 20000 187 01Gc.32.3 Dismantling Of Flexible Road Page 23 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 188 01Gc.32.3.1 Dismantling Of Flexible Road Including Shoulder Consisting Of Wearing Course Of Bituminous Premix Carpet And Bituminous Macadam, Base And Sub Base Course Of Wbm / Wmm, Including Supply Of All Tools And Tackles, Labours, Taking All Necessary Safety Precautions Etc., Segregating Of Serviceable / Unserviceable Material, Stacking Of Serviceable Material Anywhere Within Plant Boundary Limit And Disposal Of The Unserviceable Material Anywhere Outside The Plant Boundary Etc. All Complete For All Levels, Leads As Specified And Directed By Engineer-In- Charge.(Disposal Areas Shall Be Arranged By The Contractor At His Own Cost. The Rate Quoted Shall Include All Royalties, Right-Of-Way Etc. Complete.). 10 M³ 620 6200 189 01Gc.32.6 Dismantling/ Removal Of U/G Valves 190 01Gc.32.6.1 Dismantling/ Removal Of Valve Installed In U/G Piping In Pit Including Unbolting, Cutting As Required, Providing Holding/ Pulling Arrangements And Any Other Arrangements Including Providing All Tools And Tackles Required, Taking All Safety Precautions Etc., Complete As Per Specifications Drawings And Direction Of Engineer-In-Charge Including Transportation Of Dismantled Valve, Bolts And Gasket To The OwnerS Storage Point. For Flanged/ Wafer Valves Of Following Nominal Size 191 01Gc.32.6.1.1V1 Nominal Dia 2 Inch 1 Nos 970 970 192 01Gc.32.6.1.1V3 Nominal Dia 6 Inch 1 Nos 2900 2900 193 01Gc.32.6.1.1V4 Nominal Dia 8 Inch 1 Nos 3870 3870 194 01Gc.32.6.1.1V5 Nominal Dia 12 Inch 1 Nos 5810 5810 195 01Gc.32.7 Dismantling Of Chain Link Fence Fabric 196 01Gc.32.7.1 Dismantling Of Existing Chain Link Fence Fabric With Line Wire (Taking All Necessary Safety Precautions) Including Supply Of All Tools & Tackles, Necessary Scaffolding, Consumables, Cutting Of Fixing Hooks/Staples, Making Rolls, Transporting , Stacking At Designated Area/ OwnerS Store Anywhere Within Plant Complex Limit Etc. All Complete For All Levels, Leads As Specified And Directed By Engineer-In- Charge . 10 M² 150 1500 197 01Gc.32.12 Removal Of Existing U/G Rcc Piping Including Excavation In All Types Of Soils Except Soft Rock And Hard Rock, Including Supply Of Any Additional Material Required So As To Expose The Pipes For Removal / Dismantling, Dewatering Of Surface / Sub-Surface Water As Required To Facilitate Dismantling Of Pipes, Cutting Of Pipes In Appropriate Lengths For Transporting Purpose, Removal Of Soft Material From Bottom Of Trench And Compacting, Backfilling With Available Selected Earth Including Re-Excavating The Deposited Soil Excavated Earlier, Breaking Clods, Laying In Thickness Not Exceeding 15Cms, Watering Rolling And Ramming By Manual Methods / Mechanical Compactors To Achieve 90% Laboratory Maximum Dry Density As Per Is:2720 Part Vii Or 85% Relative Density As Per Is:2720 Part Xiv As Applicable, Stacking Of Serviceable / Unserviceable Material, Transporting And Stacking Of All Piping Material To OwnerS Storage Point, Disposal Of Unserviceable Material Anywhere Outside The Complex Etc. , All Complete As Per Directions Of Engineer-In-Charge.(Disposal Areas Shall Be Arranged By The Contractor At His Own Cost. The Rate Quoted Shall Include All Royalties, Right-Of-Way Etc. Complete.) For The Following Pipe Diameter Range. 198 01Gc.32.12.1 For Pipe Diameter Ranging From 300Mm To 600 Mm 10 M 1170 11700 199 01Gc.32.12.2 For Pipe Diameter Ranging From 600Mm To 1000 Mm 10 M 1840 18400 200 01Gc.32.12.3 For Pipe Diameter Ranging From 1000Mm To 1400 Mm 10 M 3170 31700 Page 24 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 201 01Gc.32.13 Dismantling Of Random Rubble Pitching Upto 300Mm Thick On Embankments, Road Side Slopes, Ponds Bunds, Drains, Channels Or At Any Other Place, Including Supply Of All Tools And Tackles, Labours, Taking All Necessary Safety Precautions Etc., Segregating Of Serviceable / Unserviceable Material, Stacking Of Serviceable Material Anywhere Within Plant Boundary Limit And Disposal Of The Unserviceable Material Anywhere Outside The Plant Boundary Etc. All Complete For All Levels, Leads As Specified And Directed By Engineer-In- Charge.(Disposal Areas Shall Be Arranged By The Contractor At His Own Cost. The Rate Quoted Shall Include All Royalties, Right-Of-Way Etc. Complete.). 202 01Gc.32.13.1 On Horizontal Surfaces 10 Sqm 715 7150 203 01Gc.32.13.2 On Sloped Surfaces 10 Sqm 790 7900 204 01Gc.41 Supply, Fabrication And Erection Of Piping(Underground) 205 01Gc.41.10 Underground Sewer System - Rcc Pipes 206 01Gc.41.10.1 Supplying And Laying Underground R.C.C. Pipes Sewers With Socket And Spigot Ends Conforming To Is:458 Of Approved Make, To Proper Grade And Alignment, Including Earthwork In Excavation In All Types Of Soil Except Soft And Hard Rock For Pipe Trenches Upto 2.0M Depth Of Excavation, Etc. Including Dewatering, Shoring And Shuttering If Necessary, Dressing Of Sides, Leveling, Grading And Ramming Of Bottoms, Cutting The R.C.C. Pipes To Required Lengths, Lowering The Pipes, Jointing, Including Connecting The Pipes To Manholes And Grouting The Pipe Body With Manhole Wall Using Cement Mortar 1:2 (1 Cement : 2 Sand), Testing, Draining Of Water And Cleaning Of Pipe After Testing, Backfilling The Trenches With Select Material From Available Excavated Soil Including Re Excavating The Deposited Soil Excavated Earlier Breaking Clods And Laying In Layers Of 15Cm Compacted Thickness , Watering And Compacting With Mechanical Means Like Vibro Rammers Etc. To 90% Standard Proctor Density As Per Is:2720 Part-Vii, Making Good The Surface, Including Cutting Of Roads Wherever Required And Making Good The Same, Disposal Of Surplus Earth/ Unserviceable Material To Demarcated Area Anywhere Within The Complex Limit Etc. Complete For All Depths As Per Drawings, Specifications And Instructions Of Engineer-In- Charge.(All Material Shall Be Supplied By Contractor) For Following Pipe Size (Mm) And Class (Pipe Sizes Are All Internal Diameter Of The Pipes) 207 01Gc.41.10.1.1V26 Dia. (Internal) 1200 Mm Pipe Class Np3 50 M 8380 419000 208 01Gc.41.10.2 Extra Overtime No. 01Gc.41.10.1 Above But For Depth Of Excavation Beyond 2.0M 209 01Gc.41.10.2.1 Depth Of Excavation Beyond 2.0M Upto And Inclusive Of 3.0M 50 M 340 17000 210 01Gc.41.10.2.2 Depth Of Excavation Beyond 3.0M Upto And Inclusive Of 4.0M 50 M 380 19000 211 01Gc.41.10.2.3 Depth Of Excavation Beyond 4.0M Upto And Inclusive Of 5.0M 50 M 430 21500 212 01Gc.99 Miscellaneous Items 213 01Gc.99.01 Miscellaneous Page 25 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 214 01Gc.99.01.Ma01 Earthwork In Filling With Available Earth Inside Refinery Premises For All Heights And Depths For Road Embankments, Shoulders Or Area Filling/ Site Grading Or Any Other Place As Directed To Proper Levels, Slopes, Grades And Camber With Selected Earth Available For All Leads Within Complex Limit Including Re-Excavation Of Earth For All Leads And Lifts, Loading, Unloading, Transportation, Filling, Dozing Etc., Clearing And Stripping As Per Specifications, Uprooting Of Vegetation, Roots And Disposal Of The Shrubs, Bushes, Roots Etc., Breaking Clods, Spreading In Layers Not Exceeding 20 Cm Loose Thickness, Watering, Ramming And Compacting With Power Roller To Give At Least 95% Of Max. Laboratory Dry Density As Per Is:2720 Part-Viii, Providing Testing Apparatus And Testing The Degree Of Consolidation, Dressing And Leveling, Etc.Complete As Per Drawings, Specifications And Directions Of Engineer-In- Charge. (Available Soil Will Be Shown To Contractor Inside The Refinery Premises. The Rate Quoted Shall Not Include Any Royalties, Taxes Etc. As The Earth Is To Be Shifted Locally Inside The Refinery) 10000 M³ 250 2500000 215 01Ar Architecture 216 01Ar.8 Roofing 217 01Ar.8.21 Barricading Of Corrugated Gi Sheet Of 0.8Mm Thickness Providing And Fixing Corrugated Gi Sheet Of 0.8Mm Thickness, Minimum 120 Gsm Coating And Conforming To Is : 277 In Barricading Cladding, Corner Piece, Etc. With 8Mm Dia `J Or `L Type Anticorrosive Polymer Coated Gi Hook, Bolts, Nuts And Polymer Cap, Seal And Thrust Washer Including Cutting To Proper Size, Drilling Holes, Mitering, Laps, Finishing, Providing Anticorrosive Protective Coating On Hooks, Nuts, Bolts Etc. And Maintaining The Same During Project Execution. After Completion Of The Retention Period Mentioned Elsewhere In The Bid Document, All Materials Shall Be Dismantled And Taken Away By The Contractor Outside Plant Boundary To The Complete Satisfaction Of Engineer-In-Charge All Complete As Per The Direction Of Engineer-In-Charge. Supply Of All Material In ContractorS Scope. 800 M² 610 488000 218 01Gg Geotech 219 01Gg.300 Ground Improvement 220 01Gg.300.1 Sand Gravel Mix 221 01Gg.300.1.1 Supplying And Filling Sand Gravel Mix (1:1) With Approved Aggregate Below Road, Rcc Pavement, Manholes, Pits, Foundations, Bedding Of Ug Piping Etc. In Layers Of 150 Mm Loose Thickness (Maximum) Including Watering, Ramming, Rolling, Compacting To Achieve 85% Relative Density As Per Is 2720 Part-Xiv, Quarrying, Royalties, Transportation, Handling, Etc. All Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. (The Rate Shall Be Inclusive Of The Cost Of All Labour, Material, Equipment Etc. All Complete) 50 Cum 2770 138500 222 01Gg.300.Md1 Weepholes 223 01Gg.300.Md1.1 Supply And Installation Of Pvc Pipe Of 110Mm Diameter For Weep Holes In Rcc Retaining Wall Wrapped In Geotextile Of Type Terram 1000 / Equivalent Including Taxes, Handling, Transportation, Unloading, Storage Etc. All Complete As Per Specification, Drawings And Instructions Of Engineer-In- Charge 100 M 580 58000 224 01Gg.300.Md2 Graded Gravel Page 26 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 225 01Gg.300.Md2.1 Supplying And Placement Of Graded Gravel Of Size 20Mm Down To 9.1Mm For Providing Drainage Layer As Per Drawing For All Depths And Heights Including Cost Of Material, Royalties, Transportation To Site For All Leads And Lifts, Including Loading, Unloading, Spreading In Layers Of Loose Thickness Not Exceeding 150Mm, Watering, Ramming, Compacting With Mechanical Compactors And/Or Other Equipment All Complete As Per Drawings, Specifications And Direction Of Engineer-In-Charge. 70 M³ 1800 126000 226 01Gg.300.3 Geotextile 227 01Gg.300.3.1 Supplying And Laying Of Geotextile Terram 1000 Or Equivalent For Hard Stand, Road, Rcc Pavement, Foundation Etc. As Directed By The Engineer-In-Charge Including Royalties, Taxes, Handling, Transportation, Unloading, Storage, Stretching, Joining, Lapping, Sewing Etc. All Complete As Per Drawing, Manufactures Specification And Direction Of The Engineer-In-Charge. (The Rate Shall Be Inclusive Of Cost Of All Labour, Material, Equipment Etc., All Complete). 40 Sqm 180 7200 228 01Gg.300.4 Boulder Soling 229 01Gg.300.4.1 Supplying And Laying Of Random Rubble Soling Below Hardstand, Road, Rcc Pavement, Foundation Etc. In Layers Of 200 Mm Loose Thickness (Maximum) With Nominal Size Of Stones 100 Mm To 250 Mm, Filling Of Voids With Small Size Stones And Sand, Including Watering, Ramming, Rolling, Compacting, Quarrying, Royalties, Transportation, Handling Etc. All Complete As Per Specifications, Drawing And Directions Of The Engineer-In-Charge. (The Rate Shall Be Inclusive Of Cost Of All Labour, Material,Equipment Etc., All Complete).
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