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Excavation In Cutting In Soil By Manual Means With Lead Upto 50 M Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Morth Specification Clause 301.3 Carriage Of Earth Sand Line Murom With All Leads Construction Of Granular Sub-base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mount Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Morth Specification Clause 401. For Grading Iii Material Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening & Binding Materials To Fill-up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 1 As Per Morth Specification Clause 404. By Mechanical Means Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming, Stone Screening To Fill-up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Morth Specification Clause 404. Using Crusher Borken Aggregate By Mechanical Means Providing And Applying Tack Coat With Bitumen Emulsion (rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. Providing And Applying Primer Coat With Bitumen Emulsion (ss-1) On Prepared Surface Of Granular Base (wbm/wmm) Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/sqm Using Mechanical Means As Per Morth Specification Clause 502 Providing And Laying Bituminous Concrete With 100-120tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder Minimum @ 5.2 & 5.4 Percent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 507 Complete In All Respects For Grading-i (19 Mm Nominal Size) Bitumen (vg-30) Providing And Laying Dense Graded Bituminous Macadam With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tones Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 4.0 & 4.5 Percent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 505 Complete In All Respects. Bitumen (vg-30) Grading - I (37.50 Mm (nominal Size)) Marking Centre Line And Stop Lines Etc. On Road As Per Irc Pattern With Thermoplastic Paint Of Approved Quality And Make With 8% Glass Beads Laid On The Road Surface At Temperature 160" C With A Special Applicator Machine Complete With A Special Applicator Machine Complete With Labour Material And Traffic Diversion Arrangements. Excavation In Cutting In Soil By Manual Means With Lead Upto 50 M Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Morth Specification Clause 301.3 Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc Complete In Specified Grade Excluding The Cost Of Centering And Shuttering- All Work Up To Plinth Level. 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40mm Nominal Size). Construction Of Un-reinforced, Plain Cement Concrete Pavement M30 (grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately). Providing And Laying Of Paver Block As Per Is 15658 : 2006 (indian Standard For Precast Concrete Block For Paving- Specification) And Irc : Sp:63-2004 (guidelines For The Use Of Interlocking Concrete Block Pavement) M-40,80mm Thick To Be Used In Medium- Traffic ( Medium Traffic Is Defined As A Daily Traffic Of 150-450 Commercial Vehicles Exceeding 30 Kn Laden Weight, Or An Equivalent Of 0.5 To 2.0 Msa For A Design Life Of 20 Years.) Like City Streets, Small And Medium Market Roads, Low Volume Roads, Utility Cuts On Arterial Roads, Etc Category A Denated Units To Key Into Each Other On Four Faces Zigzag Shape As Per Irc Sp 63:2004
Gem Bids For Ismb 150mm X 75mm X 5.80 Mtr Or Beam Conforming Torelevant Is As Per Tech Spec, Ismb 150mm X 75mm X 3.50mtr Long For Beam Conforming To Relevant Is Make Tata Orsail Of Jindal Or As Per Make Appx Att., Ismc 75x40 3.5 Mlong Welded With Plate 250x250x6mm On One Side Withholes Drilled As Per Tech Spec, Srt 1630 X 613 X 180mmmade Out Of 2 Mm Thick Hot Rolled Carbon Steel Sheetconforming To Relevant Is As Per Tech Spec, Steel Roofingtrough Of Size 1700 X 613 X 180mm Made Out Of 2 Mm Thickhot Rolled Carbon Steel Sheet Conforming To Relevant Is Asper Tech Spec, Srt Of Size 1270 X 613 X 180mm Made Outof 2 Mm Thick Hot Rolled Carbon Steel Sheet As Per Tech Spec, Pbs Roll Of Size 20m X 0.90m Weight Of Each Roll Shall Notbe Less Than 42.50 Kgs As Per Tech Spec, Hdpe Sheet 400micron As Per Tech Spec, Hdpe Sand Bag Of Size 75x40 Cmsand Colour And Each Bag Having Weight Not Less Than 60gms, Load Bearing Concrete Pcc Solid Blocks Of Size400mm X 200mm X 200mm As Per Tech Spec, Preprefabricated Steel Door Confirming To Is 1038-1938 Of Size900mm X1800mm As Per Tech Spec, Ms Hexagonal Nuts.bolts And Washer 12 Mm Dia 40 Mm Long As Per Tech Spec, Plywood 8 Ft X 4 Ft X 12mm Thick As Per Tech Spec, Cgisheet 810 X 1830 Mm Long 0.63mm Thick As Per Tech Spec, Red Oxide Primer Conforming To Relevant Is As Per Techspec, Thinner Sample To Be Approved Before Supply, Msand Conforming Ton Relevant Is As Per Tech Spec, Stoneaggregates To Be Crushed Rock Or Gravel 20mm Gradedconfirming To Relevant Is, Stone Aggregates To Be Crushedrock Or Gravel 40mm Graded Confirming To Relevant Is, Stone Aggregates To Be Crushed Rock Or Gravel 63mmgraded Confirming To Relevant Is /bid Number: Gem/2025/b/6737267* /dated: 27-09-2025 & & / Bid Document1 / 22
Supply And Stacking Of Crushed Stone Aggregates Of Various Sizes Between Existing Km 95.00 Chungthang To Km 97.500 To By Pass Chungthang Town Of Total Design Length Of 3.140 Km On Mangan-kudyong-chungthang-lachung-yumthang-yumesamdong Road For Pm Supply And Stacking Of Crushed Stone Aggregates Of Various Sizes Between Existing Km 95.00
Gem Bids For Upgradation, Provision And Laying Of Athletic Track With 400 M 8 Eight Lanepur Type Sandwich System Iaw World Athletics Wa Class Iistandard As Per Boq Attached Removal Of The Concretestructure And Complete Leveling To Ground Level As Per Thelatest Existing Standard With Consideration To Ground Level Ofadjacent Areas To Preclude Water Stagnation Earth Surfaceexcavation Which Includes Leveling Of The Highland Androcky Area Inside Around Stadium Boundary Withconsideration To Ground Level Of Adjacent Areas As Per Boqattached Earth Work In Surface Excavation In Foundationtrenches Drains As Per Plan With Dressing Of Sides Rammingof Bottoms Lift Up To One And Half M As Per Boq Attached Excavating Trenches Of Required Width For Pipe Cablessockets And Dressing Of Sides Ramming Of Bottoms Withdepth Upto One And Half M As Per Boq Attached Earthwork In Rough Excavation Banking Excavated Earth In Layersnot Exceeding 20 Cm In Depth Breaking Clods Wateringrolling Each Layer With One And Half Tone Roller As Per Boqattached Providing And Laying In Cement Concrete Ofspecified Grade Including Cost Of Centring And Shuttering Asper Boq Attached 148 1 Cement 4 Coarse Sand 8 Gradedstone Aggregate 40 Mm Nominal Size As Per Boq Attached Centring And Shuttering Including Sturting Propping Andremoval Of Firm Works For Foundations Footings And Bases Ofcolumns As Per Boq Attached Brick Work With Fps Bricks Ofclass Designation 75 In Foundation And Plinth In Cementmortar 14 1 Cement 4 Coarse Sand As Per Boq Attached 12Mm Cement Plaster Of Mix 1 4 Cement 4 Coaster Sand Asper Boq Attached 12Mm Cement Plaster Of Mix Neatcement Punning As Per Boq Attached Consolidation Ofsubgrade With Power Roller Of 8 To 12 Ton Capacity Torequired Slope Including Making Good Undulations Etc Withearth Or Quarry Spoils Etc As Per Boq Attached Supply And Bid Number Gem2025b6480978 Dated 17-09-2025 0 0 Bid Document1 33 0 0 2 2 Stacking Of Earth By Mechanical Transport Including Loadingunloading And Stacking At Site As Per Boq Attached, Construction Of Granular Sub Base By Providing Close Gradedmaterial Or As Per Latest Guideline For World Athleticspecification As Per Boq Attached, Providing Laying Oneand Half Spreading And Compacting Graded To Wet Mixmacadam Wmm Specification As Per Boq Attached, Providing And Applying Tack Coat Using Cold Bitumenemulsion Including Spraying The Bitumen With Mechanicallyoperated Spray Unit As Per Boq Attached, Providing Andapplying Tack Coat Using Cold Bitumen Emulsion Includingspraying The Bitumen With Mechanically Operated Spray Unitfitted On Bitumen As Per Boq Attached, Providing Andlaying Bituminous Macadam Using Crushed Stoneaggregates As Per Latest Guideline For World Athleticspecifications As Per Boq Attached, Providing And Layingbituminous Concrete Using Crushed Stone Aggregates Ofspecified Grading Or As Per Latest Guideline For Worldathletic Specifications As Per Boq Attached, Supply Andinstallation Of Fully Computerized Automatic And Single Keyoperation Popup Sprinkler System Specifically Designed Forsynthetic Sports Hockey Surfaces As Per Boq Attached, Supplying And Installation Of 50 H P Pumping Set Withelectronic Controller Etc Or Equivalent Making Connectionssuitable For Tw D C B Open Well The Jobs As Per Boqattached, Construction Of R C C Storage Tank Sump Well Of75000 Liters Capacity Complete Including All Excavation Andearth Work Disposal Of Surplus Soil As Per Boq Attached, Providing And Laying Of Dwc Sn8 Is 16098 Ii Pipes 300 Mmdia Pipe In Underground System For Provision In Electricalline And Sprinkler Line Sleeve Purposes And Drainage Outlet, Supply And Laying Rcc Drain Cover Of Size 600 X 600 X 60Mm With 8Mm Rods Per Rate 100Mm Cc Over The Walls Ofdrain At Proper Level For Ease Flow Of Water As Per Boqattached, Supply And Laying Rcc Drain Cover Of Size 600 X300 X 60 Mm With 8Mm Rods Per Rate 100Mm Cc Over Thewalls Of Drain At Proper Level For Ease Flow Of Water As Perboq Attached, Providing And Laying Minimum 15Cm Thickcement Concrete Slab Over The Existing Sub Base With Anominal Mix Of 115 3 1 Cement One And Half Coarse Sand 3Graded Stone As Per Boq Attached, Providing And Fixing Ator Near Ground Level Precast Cement Concrete Kerb Stones300 300 100Mm Of M 25Grade Of Of Specified Size Includingsetting In Position In Kerbs Edging Etc As Per Boq Attached, Cricket Pitch Preparation Earth Work In Excavation Bymechanical Means Hydraulic Excavator Manual Means Overareas Exceeding 30 Cm In Depth As Per Boq Attached, Supplying And Filling Of Good Earth Bought From Outsidestacking At Site At Site Upto 5Km Complete As Per Boqattached, Carriage Of Earth By Mechanical Transportincluding Loading Unloading And Stacking From 5Km Tosource Location As Per Boq Attached, Supplying And Fillingin Plinth With Sand Under Floors Including Watering Rammingconsolidating And Dressing Complete As Per Boq Attached, Carriage Of Sand By Mechanical Transport Including Loadingunloading And Stacking Upto10 Km As Per Boq Attached, Supply And Planting Selection One 1 Grass Incl Ploughingdressing Breaking Of Clods Removal Of Rubbish Dressing Andsupplying Doob Grass At 10 Cm Apart As Per Boq Attached, Extra For Manual Compaction Of Earth By Rammers Handroller In 250 Mm Layers Including Watering Etc If Requiredborrow Pit Measurement As Per Boq Attached, Surfacedressing Of The Ground Including Removing Vegetation Andinequalities Not Exceeding 15 Cm Deep And Disposal Of //Bid Details2 / 33 Rubbish Lead Up To 50 M And Lift Up To 1Point 5 M As Per Boqattached, Skill Labor For Drying Breaking Clay Soil Andmaking In Proper Shape And Size As Well As Laying Andnecessary Compaction Cum Soil Helper Technician As Perboq Attached, Synthetic Track Providing And Laying Ofsynthetic Athletics Track Sw Pur Type System With Min 14Mm Thickness Which Should Comply With Environmentalcompatibility As Per Boq Attached, High Stress Areas With Aminimum Thickness Of 20 Mm Of Finished Track Surface Asper Boq Attached, High Stress Areas With A Minimumthickness Of 25 Mm Of Finished Track Surface As Per Boqattached, Construction Of Sand Filling In Jumping Pits As Perboq Attached, Construction Of Steeplechase Pit Insidenorth D Portion As Per Iaaf Drawing And As Directed Byengineer In Charge As Per Boq Attached, Supply Of Sportstrack Field Equipment For Conducting Various Event A Polevault Box With Cover As Per Boq Attached, Take Off Boardsystem For Ljtj As Per Boq Attached, Hammer Cum Discussthrowing Ring With Cage As Per Boq Attached, Short Putthrowing Rings With Toe Board As Per Boq Attached, Aluminum Kerbing 400M Std Track As Per Boq Attached, Water Jump Hurdle For Steeple Chase Run As Per Boqattached, Conversion Circle Reducer For Dch As Per Boqattached
Supplying & Spreading Of Crushed Stone Aggregates 06 Mm Size At Class 4th Quarters & Various Places
Supply Of Different Type Of Machine Crushed Black Trap Aggregate Material From Approved Quarry To Government Hotmix Plant Site At Chiloda. District Gandhinagar. Supply Machine Crushed B.t. Stone Aggregates 19.00 To 26.50 Mm Size Kapchi Of Approved Quality To Government Hot Mix Plant Site
Supply Of Different Type Of Machine Crushed Black Trap Aggregate Material From Approved Quarry To Government Hot Mix Plant Site At Chiloda. District Gandhinagar. Supply Machine Crushed B.t. Stone Aggregates 13.20 Mm To 19.00 Mm Size Of Approved Quality To Government Hot Mix Plant Site At Chiloda District Gandhinagar.
Supply And Stacking Of Crushed Stone Aggregates Of Various Size And Stone Dust Between Km 38.00 To 45.79 On Rrk Road For Gsb Works And Km 26.00 On Rrk Road For Wmm Works And At Km 76.00 On Rrk For Dbm And Bc Works Between Km 38.00 To Km 45.79 Under 1
Supply Of Crushed Stone Aggregates Supply Of Crushed Stone Aggregates 10mm, 20mm, 40mm And Coarse Sand
Supply And Stacking Of Crushed Stone Aggregates Of Sizes 6 Pt 7 Mm At Km 24 Pt 75 Hmp Site On Lachen Kalep Road For Bc 40 Mm Including Correction Work For Resurfacing Works 2025 26 On Road Chungthang Lachen From Km 19 Pt 700 To Km 27 Pt 800 Under 86
