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Tender for Tourism Corporation of Gujarat Limited - NTID 34853758
Tourism Corporation of Gujarat Limited
Gandhinagar, Gujarat, India
NTID 34853758
Opening Date : Tue 30th November, -0001
Closing Date : Thu 15th February, 2024
- ₹ 148989188.00
- NTID 34853758
Corrigendum : Development Of Tourist Facilities With O&m At Swaroopsagar Lake, Dist: Mahisagar - Clearing And Grubbing Road Land Including Uprooting Rank Vegetation Grass Bushes,shrubs,sapling And Trees Girth Up To 300 Mm Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials(d) By Mechanical Means In Area Of Thorny Jungle, Excavation For Foundation Upto 1.5 Mt.depth All Kind Of Soil. Including Hard Marram And Soft Rock Including Strutting Including Sorting Out And Stacking Of Unuseful Materials And Disposing Off The Excavated Stuff Upto Any Lead And Lift.(excavated Earth / Stuff To Be Stacked And Surplus Earth/unusable Material To Be Disposed With The Permission Of Local Authority Any Lavies/charges To Be Paid By Agencies And No Extra Payments Will Be Made And Disposed At Non Objectionable Place To Be Found By The Contractor. ), Excavation For Foundation Upto 1.5 Mt. To 3.0 Mt Depth All Kind Of Soil. Including Hard Murram And Soft Rock Including Strutting Including Sorting Out And Stacking Of Unuseful Materials And Disposing Off The Excavated Stuff Upto Any Lead And Lift.(excavated Earth / Stuff To Be Stacked And Surplus Earth/unusable Material To Be Disposed With The Permission Of Local Authority Any Lavies/charges To Be Paid By Agencies And No Extra Payments Will Be Made And Disposed At Non Objectionable Place To Be Found By The Contractor. ), Boring, Providing And Installation Bored Cast-in-situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And Temporary Casing Of Appropriate Length For Setting Out And Removal Of Same And The Length Of The Pile To Be Embedded In The Pile Cap Etc. By Percussion Drilling Using Direct Mud Circulation (dmc) Or Bailer And Chisel Technique By Tripod And Mechanical Winch Machine All Complete, Including Removal Of Excavated Earth With All Its Lifts And Leads As Per Direction Of The Engineer - In - Charge. (length Of Pile For Payment Shall Be Measured Up To Bottom Of Pile Cap).(a) 450 Mm Dia, Filling Available Selected / Approved Stacked Excavated Earth (excluding Rock) (earth Which Is Stacked At Any Location Outside The Campus Non- Objectionable Place Shall Be Found By The Contractor) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm. In Depth Consolidating Each Deposited Layer By Ramming And Watering, Providing And Injecting Chemical Emulsion For Pre Constructional Anti-termite Treatment For All Types Of Structure With / Without Basement With Rcc Foundation/rcc Wall Or With Load Bearing Walled Foundation Or Developing Areas Tree Pits, Water Body Etc. The Chemical Used Shall Be Chloropyriphos(1:19) / Biflex Tc / Lindane Or Equivalent As Per Approved Make As Per Latest Is Code No 6313 (part Ii) . Plinth Area In Plan At Gf Shall Only Be Measured And Paid. A Guarantee Bond Of 10 Years Shall Be Furnished. Rate Shall Be Inclusive Of Material Required For Anti Termite Treatment And Labour For Applying. A) Bottom Surface And The Sides Of The Excavation Made For Masonry Foundations At The Rate Of 4 Liters/ Of Surface Area (wherever Applicable). B) At The Rate Of 7.5 Liter/ Sqm Of Surface Area To The Backfill At The Depth Of 500mm Below The Original Ground Level. The Soil In The Immediate Contact With The Vertical Surface Of Rcc Column Shall Be Treated. C) Top Surface Of The Plinth Filling At The Rate Of 5 Liter/sqm Of Internal Plinth Area Etc. Complete. D) Internal Vertical Surface From Original Ground Level To Top Of The Earth Filled In The Plinth At The Rate Of 7.5 Liter/sqm Of Surface Area In Contact. E) At The Rate Of 7.5 Liter/ Sqm To The External Vertical Surface Below Finished Ground Level To The Full Depth Of The Filling Complete By Injecting Chemical After Drilling The Holes Of 12 To 15mm Dia, With Depths Of Approx. 300 To 600 Mm And At 150mm Centre To Centre And As Close To The Wall As Possible. F) All Holes For Electrical Data, Water Supply, Drainage Etc. Shall Be Treated., Filling In Plinth With Murram Brought From Outside Including Watering, Ramming, Consolidating (omc Shall Be Achieved As Morth Guideline), Filling And Compaction Must Be Execute As Layer Not Exceeding 200mm Thk And Dressing Etc. Complete.(royalty Shall Be Paid By Contractor And Supporting Document Submitted To Client For Verification.), Filling In Plinth With Sand Under Floors Including Watering Ramming, Consolidating And Dressing Complete, Supplying, Filling, Spreading And Leveling Gravels Of Size Range 1.5 Mm To 5 Mm, In The Existing Floor, Over The Existing Layer Of Boulders, In Required Thickness, For All Leads And Lifts, All Complete As Per Direction Of Engineer-in-charge., Providing And Laying Cement Concrete 1:2:4 (1- Cement : 2- Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size) And Curing Complete Including Cost Of Formwork In (a) Foundation And Plinth, Providing And Laying Cement Concrete 1:3:6 (1- Cement : 3- Coarse Sand : 6- Graded Brick Bat Aggregate 20mm Normal Size) And Curing Complete Excluding Cost Of Formwork In (a) Foundation And Plinth, Providing And Laying In Position Ready / Batch Mixed M-250 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix Manufactured In Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying, Including The Cost Of Centring Shuttering Finishing And Excluding Of Reinforcement And Including Cost Of Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash (min Cement Level As Per Latest Is 456 Shall Be Maintained) A. Foundation, Providing And Laying In Position Ready / Batch Mixed M-250 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix Manufactured In Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying, Including The Cost Of Centring Shuttering Finishing And Excluding Of Reinforcement And Including Cost Of Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash (min Cement Level As Per Latest Is 456 Shall Be Maintained) A. Plinth Beam / Ground Beam / Tie Beam/copping Up To Plinth., Providing And Laying In Position Ready / Batch Mixed M-250 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix Manufactured In Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying, Including The Cost Of Centring Shuttering Finishing And Excluding Of Reinforcement And Including Cost Of Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash (min Cement Level As Per Latest Is 456 Shall Be Maintained) A. Up To Plinth Column.b. Above Plinth Column. (any Height), Providing And Laying In Position Ready Mixed M-250 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying, Including The Cost Of Centring Shuttering Finishing And Excluding Of Reinforcement And Including Cost Of Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash (min Cement Level As Per Latest Is 456 Shall Be Maintained) (cement Level 450 Kg ) For Any Depth And Any Hight.a. Rcc Wall, Providing And Laying In Position Ready / Batch Mixed M-250 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix Manufactured In Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying, Including The Cost Of Centring Shuttering Finishing And Excluding Of Reinforcement And Including Cost Of Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash (min Cement Level As Per Latest Is 456 Shall Be Maintained)a. Slab, Slab Beam, Chhaja., Providing And Laying In Position Ready / Batch Mixed M-250 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix Manufactured In Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying, Including The Cost Of Centring Shuttering Finishing And Excluding Of Reinforcement And Including Cost Of Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash (min Cement Level As Per Latest Is 456 Shall Be Maintained)a. Grade Slab, Providing And Laying Tmt Bar Fe 500d Reinforcement For R.c.c. Work And Straightening, Cutting, Bending, Binding And Placing In Position Completed Upto Any Floor Any Level As Per I.s. Standard. Complete.as Directed By Eic., Providing And Laying Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35kg/sqcm. In Foundation And Plinth. In Only Ready Mix Cement Mortar 1:6 (1 Cement : 6 Fine Sand) (b) Modular Any Hight., Half Brick Masonry In Common Brunt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg/sq.cm. In Only Readymix Cement Mortar 1:3 ( 1-cement : 3-coarse Sand ) With 2 Nos Of 6mm Mild Steel Round Bars After Every Three Course Embedded In Ready Mix Cement Mortar In Foundation And Plinth (a) Modular Any Hight., Providing And Laying Uncoursed Rubble Masonry With Hard Stone Of Approved Quality In Foundations And Plinth In Cement Mortar 1:6 (1-cement : 6-coarse Sand) Including Levelling Up Etc. Complete. For All Lead And Lifts., Providing And Laying 300 Mm Thick Pucca Rubble Pitching In C.m. 1:5 With The Surface Pointed With C.m. Of 1:3 Proportion Including Curing Etc. Complete For All Leads And Lifts,inclding Surfce Dressing Of Slope., Provising Fixing With All Required Machinery And Necessary Tools And Tackles Of Nonwoven Geotextile 235 Gsm At The Specific Location Has As Per Instruction Of Engineer In Chrage And Architecture., Providing 10mm Thick Ready Mix Cement Mortar As Cement Plaster In Single Coat On Brick/concrete Walls For Interior Plastering Upto Floor Two Level And Finished Even And Smooth In (i)cement Mortar 1:3 (1-cement:3-sand)a) Any Floor., Providing And Laying 15 Mm Cement Plaster In Single Coat With Use Of Ready Mix Cement Mortar 1:4 (1 Cement : 4 Coarse Sand)on Brick/concrete Wall For Interior Plastering Finished Even And Smooth Including Finishing Etc Complete.a) Any Floor., Providing And Laying 20 Mm. Thick Sand Face / Mala Finish Cement Plaster In Two Coat With Use Of Ready Mix Mortar On Walls Up To 10mt. Height And Above Ground Level Consisting Of 12 Mm. Thick Backing Coating Of C.m. 1:3 (1 Cement : 3 Sand) And 8 Mm. Thick Finishing Coat In C.m. 1:1 (1 Cement :1 Sand) Etc. Complete., Providing And Laying Average 18-20mm Thick Double Coat Water Proof Smooth/ Wired Finish Cement Plaster On Sides Of Masonry Work/ Block Wall/ Rcc Wall, 12 To 15mm Thick First Coat In Cm 1:3 (1 Cement : 3 Coarse Sand) By Spraying, Second Coat Of 6mm Of Cm 1:3 (1 Cement : 3 Fine Sand) And Mixing Water Proofing Compound Powder And Liquid Of Approved Make In Recommended Proportions (by Manufacturers) In Both Coats Including Finishing With A Flooting Coat Of Neat Cement Slurry Etc Complete For All Floor. And Shall Be Guaranteed For Minimum Period Of 10 Years After Handing Over The Completed Building By The Main Contractor To Be Finished As Directed. Stamp Paper Guarantee 10 Years To Be Furnished Before Receiving Any Payment From The Client. Waterproofing Powder And Liquid Of Approved Make Recommended Proportions Is To Be Applied Before Each Coat And Final Finishing Coat. (item Shall Be Operated For Water Retaining Structures, Sunks, Basement Walls And Other Places Specified By Architect/ Eic )., Providing And Fixing The Chikenmesh - 20 Guage(crimp Jali) Of Approved Size Applying Between The Rcc And Masonry Junction In Proper Line, Level And Plumb With All Material, Labour, Tools, Tackles And Equipment. Including Providing And Fixing The Jali With Nails, Etc Complete As Directed By The Site-in-charge., Providing And Applying Wall Painting (three Coats) With Asian Paint Royal Or Equivivalent Paint Of Approved Brand And Manufacture Including 2 Coat Of Putty And 1 Coat Of Primar On Wall Surface To Give And Even Shade Including Thoroughly Brushing The Surface Free From Mortar Droppings And Other Foreign Matter And Sand Paper Smooth On New Work To Give An Even Shade. For All Height, Finishing Wall With Weather Proof Low Velocity Ultima Exterior Emulsion Paint On Wall Surface (two Coats) To Give An Required Shape Even Shade After Thoroughly Brushing The Surface To Remove All Dirt, And Remains Of Loose Powdered Materials. Etc Complete For All Height, Providing And Applying Texture Paint / Decorative Plaster (flat Texture/synthetic Paint) Of Approved Make On Any Height. The Rate Includes Applying One Brush Coats Of Primer, On Prepared Surface Final Required Coat Of Semi Gloss Medium Textured Flexible Coating With Crack Bridging Up To 2.6 Mm And Voc Content Less Then 100g/l,required Scaffolding, Jhulaa,tools And Labor. The Texture Material Shall Be Pure Acrylic,environment Friendly, Protect Against Salt And Carbon Dioxide, With Excellent Anti-carbonation, Uv Resistance,moisture Vapour Trasmission Coating With Third Party Test Certificate, Providing And Laying Glossy/matt/gvt 600 X 600 Full Body Vitrified Floor Tiles In Different Sizes Having 3/4/5mm Groove (thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08percent And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On Upto 60 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc. Complete. Colour And Shade As Approved By Architect. All Joints Filled With Epoxy Grout.rate Includes Of All Tool, Tackle, Machinery, Labor And Floor Protection System To Protected Floor By Either Floor Protection Sheet Or Plaster Of Paris Work Until Hand Over Of Building, All Lead And Lift And As Per Directed By Eic., Providing And Laying 600 X 600 Full Body Vitrified 8mm Thick Tile Flooring Over Avg 40 Mm Thickness Of Base Of Cement Mortar 1:6 (1cement : 6coarse Sand) On New Surface And Jointed With Color Cement Slurry Including Finished With Flush Pointing, Coner Eges With Katra And Cleaning The Surface Etc. Complete For Antiskid, Grouting The Joints Of Flooring Tiles Having Joints Of 3 Mm Width, Using Epoxy Grout Mix Of 0.70 Kg Of Organic Coated Filler Of Desired Shade (0.10 Kg Of Hardener And 0.20 Kg Of Resin Per Kg), Including Filling / Grouting And Finishing Complete As Per Direction Of Engineer-in-charge., Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Of 600 Mm X 600 Mm Or Approved By Architect 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 @ 3.3kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete., Providing And Laying Mirror / River / Leather Polished, Kota Stone Slab Flooring Over 20mm (average) Thick Base Of Cement Mortar 1:6 (1- Cement : 6-coarse Sand) Or L.m. 1.1.5 (1-lime Putty :1.5 - Coarse Sand) Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of Slab Including Rubbing And Polishing Etc. Complete. (a) 25mm Thicksixe Of Stone Will Befinalised By Architect, Providing And Laying Rough Chiseled Dressed Stone Flooring Over 20mm Average Thick Base Of Cement Mortar 1:5 (1-cement : 5-coarse Sand) Or L.m. 1:1.5 (1- Lime Putty : 1.5 - Coarse Sand) Including Pointing With Cement Mortar 1:2 (1-cement : 2-stone Dust) Etc. Complete. (a) 25mm Thick, Providing And Laying 60mm-100mm Thick Cobble Stone Of 100mm X 100mm Size, Design And Shape, Laid In Required Pattern Over And Including 50mm Thick Compacted Bed Of Coarse Sand,groove, Filling The Joints With Cement Etc. All Complete As Per The Direction Of Engineer-in-charge., Providing, Fixing And Construction Of Sand Which Type Platform Of 18 Mm Thick Granite Polished Stone Top, 100 Mm Wide Edge Full Moulded Facia Patti With 25mm Thick Prepolished Kota Stone Of Uniform Size And Colour For Bottom And Supports At 90cm Interval Including Necessary Cement Mortar 1:2 Kota Shall Be Fixed In Cement Joints And Pointing As Specified In Kitchen / Pantry / Counter Etc With Necessary Making Of Edges, Polishing Curing Daily Mopping With Water And Kerosene Etc Comp As Directed Of Engineer-in-charge. (measured Only Vision Finished Top Plan Area), Providing And Laying 18mm Thick Polished Granite Of Specified Size Colour, Shade And Of Approved Sample, In Skirting, Dado, Cladding , Sill And Jambs Of Door, Window Perapet Top, On Seating Area And Ventilation And Flooring With Mini. Two Coat Of Construction Chemical And As Per Manufacture Specification Incl. Rubbing And Polishing, Rounding Edge (edge Should Be Pencil Round Or Straight On Both Side Of Stone Visible Thickness) And All Joints Filled With Coloured Cement Putty As Per Architect Detail And Wiped To Give Sharp Joints With Flush Pointing And Washed Clean With Acid As Direction By E.i.c., Providing And Laying Water Proofing Treatment On Terrace Including Applying Neat Cement Slurry 2.75 Kg./ Sqmt. On Cement Admixed With Water Proofing Component After Cleaning The Surface, Laying Cement Concrete With Brick Bat 75 Mm To 100 Mm Thick With 50percent Of C.m. 1:5 Admixed With Water Proofing Component Over 20 Mm Thick Layer Of C.m. 1:5 To Required Slope Including Ramming At Junction Of Wall And Slab, After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry, Finished The Surface With 20 Mm Thick C.m. 1:4 China Mosaic Flooring And Finally Finished Surface With White Cement Slurry, After Finishing With Terrace Shall Be Filled With Water For A Period Of Two Week., Providing Plinth Protection To Building Including Excavation In Oridnary Soil And Laying Cement Concrete (0.10 Mt Thk)1 : 5: 10 Using Stone Aggregates Of 20 Mm Nominal Size In Foundation Layer And Above On Brick Masonry 1:6 And Above On Pcc Providing Cement Cocrete 1:2:4 (0.10 Mt Thk)(1 Cement : 2 Coarse Sand : 4 Stone Aggregrate 20 Mm Nominal Size) Coping On Top Including Broom Finishing (plaster 10 Mm )wiht Square Line(0.20 X 0.20) Marking On Top And Side )and Curing Etc Complete Only Top Area Should Be Measured.etc., Complete All As Directed By Engineer-in-charge., Providing And Laying Cement Vata (10 Cm X 10 Cm Size ) Quarter Round In Cement Mortar 1:1 Including Neat Cement Finishing Watering Etc. Complete. For All Floor, Construction Of Granular Sub-base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads And Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-in-charge. With Material Conforming To Grade-i (size Range 100mm To 0.75 Mm) Having Cbrvalue-30, Providing, Laying, Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam In Thickness As Per Mort And H Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tippers To Site, Laying In Uniform Layers With Paver Or Motor Grader In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density. Complete As Per Mort And H Clause 406, Providing And Laying Cement Concrete 1:4:8 (1- Cement : 4- Coarse Sand : 8- Graded Brick Bat Aggregate 40mm Normal Size) And Curing Complete Excluding Cost Of Formwork In (a) Foundation And Plinth, Rcc : Trimix Providing And Laying In Position Ready Mixed M-250 Grade Concrete For Rcc Trimix Floor Having Compressive Strength Not Less Than 25 Mpa/mm2 On Prepared Sub-base / Floors Etc. Surface Shall Be Finished Using Vaccume Dewatering Method To Achieved Finish Surface Using Metallic Silica Base Hardener And Tough Surface Using Recron - Fiber As Per Manufacturers Guideline And Is Standards. Minimum Floor Hardent To Be Used As 3-4.5 Kg/m2 Area Of Works. Including Finishing And Colouring The Top Surface Accurately To The Required Level,shape And Size Using Approved Colour Shade And Staping It Using Approved Stamp Pattern And Antiquitting It On Top With Approved Colour.sealing Entire Area With Concrete Sealer. Construction Joints Shall Be Provided At Every 3m Distance Having Groove Of Size 25mm Wide And 1/4 Deep Of Total Floor Thickness. Rate Are Inclusive Of Required Reinforced Concrete Of Grade M25 And 150mm Thickness, Tools, Tackles, Laser Skid Finished Using Vacuumed Dewatering Method, Machinery, Chemicals And Resources Etc., Providing And Laying Of Steel Moulded Paver Block (any Patten Any Shape) Shot Blasted Interlocking, Non-interlocking High Density 60 Mm Thick M40 Grade Colored Paver Blocks Of Vyara Make Or Equivalent For Footpath, Parking Areas, Service Lanes And Other Areas As Mentioned In The Drawing Including Average 50 Mm Thick Bedding Layer Of Coarse Sand Below Paver Block. Laid Paver Block Shall Be Mechanically Compacted Up To Satisfaction Of Architect/ Eic. The Work Shall Be Executed In Line And Level By Skilled Mason Of Flooring Work Only For Paver Blocks. It Should Be Laid In Such A Way That The No Cutting Of The Paver Block To Be Necessary And If Required, Cutting Of Paver Block By Machine Cut Only. The Finished Surface Of The Paver Block Shall Have Coarse Sand Texture Finish. Paver Blocks Shall Be Compacted And Shall Be Re-laid, If Necessary (required/ Instructed By Eic)., Providing And Laying Of Steel Moulded Paver Block (any Patten Any Shape) Shot Blasted Interlocking, Non-interlocking High Density 80 Mm Thick M40 Grade Colored Paver Blocks Of Vyara Make Or Equivalent For Footpath, Parking Areas, Service Lanes And Other Areas As Mentioned In The Drawing Including Average 50 Mm Thick Bedding Layer Of Coarse Sand Below Paver Block. Laid Paver Block Shall Be Mechanically Compacted Up To Satisfaction Of Architect/ Eic. The Work Shall Be Executed In Line And Level By Skilled Mason Of Flooring Work Only For Paver Blocks. It Should Be Laid In Such A Way That The No Cutting Of The Paver Block To Be Necessary And If Required, Cutting Of Paver Block By Machine Cut Only. The Finished Surface Of The Paver Block Shall Have Coarse Sand Texture Finish. Paver Blocks Shall Be Compacted And Shall Be Re-laid, If Necessary (required/ Instructed By Eic)., Providing And Laying 60 Mm Thick Factory Made Rcc Grass Grid Paver Block Of M30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Any Size And Of Approved Design, Laid Over And Including 50 Mm Thick Compacted Bed Of Fine Sand, Filling The Joint And Holes With Mix Of 50percent Available Earth And 50percent Fine Sand Etc. All Complete As Per Direction Of Engineer-in-charge.
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