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Supply Of 6 Nos Of 12 1/4 Inch Tricone Sealed Roller Bearing Steel Tooth Hard Formation Rock Roller Bit Of Iadc 324 With Api Pin Connection Suitable For Tubewell Construction In Alluvial, Sedimentary And Soft Rock Formation With Direct Rotary Rig Supply Of 6 Nos Of 12 1/4 Inch Tricone Sealed Roller Bearing Steel Tooth Hard Formation Rock Roller Bit
Supply Of 4 Nos Of 16 Inch Tricone Sealed Roller Bearing Steel Tooth Hard Formation Rock Roller Bit Of Iadc 324 With Api Pin Connection Suitable For Tubewell Construction In Alluvial, Sedimentary And Soft Rock Formation With Direct Rotary Rig. Supply Of 4 Nos Of 16 Inch Tricone Sealed Roller Bearing Steel Tooth Hard Formation Rock Roller Bit
Gem Bids For Sitc, Bid Number Gem2025b7022077 Dated 19-12-2025 Bid Document1 37 1 1 Outdoor Colour Dome Ptz Camera, Indoor Fixed Colourdome Camera, Varifocal Outdoor Fixed Ir Colour Bulletcamera, L2 Switch, L2 Switch Industrial Grade, 1G Sfpmodule, Rack Mountable Vms Server, Rack Mountableanalytics Server, Rack Mountable Nas Server -140 Tb, 8Port Kvm Switch, 65 Inches Led Display, 43 Inches Display, Workstation Including Operating System, Cctv Console, Speed Dome Controller Joystick, Vms Software Andrequired Camera Connection License, Frs Or Anpr Softwarewith Camera License, Vms Client Viewing License, Cctv 19Inches Equipment Rack 42 U, Cctv 19 Inches Weatherproofequipment Rack 9 U, 25 Mm Dia Pvc Conduit, Supply Ofarmoured Optic Fibre Communication Cable, Laying Ofarmoured Optic Fibre Communication Cable, Supply Of 40Mm Dia Hdpe Pipe, Laying Of 40 Mm Dia Hdpe Pipe Onsurface Or Recess Or Concelaed, Laying Of 40 Mm Dia Hdpepipe Direct In Ground, Supplying And Drawing Of 1 Run Ofutp 4 Pair Cat 6 Lan Cable, Supplying And Drawing Of 2 Runof Utp 4 Pair Cat 6 Lan Cable, Supplying And Drawing Of 3Run Of Utp 4 Pair Cat 6 Lan Cable, Hot Dipped Galvanisediron Cable Tray 100 Mm Width X 50 Mm Depth X 1.6 Mmthickness, Powder Coating M.S. Cable Tray Bends 100 Mmwidth X 50 Mm Depth X 1.6 Mm Thickness, 1.1Kv Grade, Power Cable Of 3 Core 1.5 Sq Mm, Laying And Fixing Of Upto35 Sq. Mm Clamped With 1Mm Thick Saddle, Laying Of Upto35 Sq Mm In Ground, Rj45 Io Faceplate With Gang Box Orbackbox, 6 Port Light Guide Interconnect Unit Liu, Sc Lcfiber Patch Cord-3 Mtrs, 15 Kva Online Ups, Lowimpedance Digital Grounding System 240Ka, 24 Ports Rj45patch Panel With Itegrated Surge Protection, Rj45 Surgearrestor Of Class D, 20 Mm Ms Flexible Pipe With Pvccoating, Excavation Of The Cable Trenches In Hard Rock, 25Mm X 5Mm Copper Strip From Earth Electrode, Copperbonded Rod With Low Carbon Steel, 6.0 Metre Hot Dipgalvanised Octagonal Pole, Installation, Integration, Testingand Commissioning Of The Complete System //Bid Details2 / 37
Machine Hole Construction And Dwc Pipe Laying And Hard Rock Breaking In Ambedkar Street Ward 51 At West Tambaram Ugss Covered Area At Zone-4 Area In Tambaram City Muncipal Corporation
Removal Of Hard Rock At Jai Nagar Ward.No.30 At Namakkal City Municipal Corporation Namakkal City Municipal Corporation- Removal Of Hard Rock At Jai Nagar Ward.No.30
Removing The Existing Hard Rock By Controlled Breaking In School Premises At Tnpl Unit I
Drilling Of 200/250 Mm Diameter Bore In Hard Rock And Soft Rock Formation By Dth Drilling Rig In All Taluka
Bal Cvl Wks Incl Ew For Rly Form, Hard Rock Cutting, Blktg Work, Mnb, Eop... Major Bridges Excl Steel Girder Supply, Erection Incl Piling Work Of Mjb112... Dl In Construction Of New Bg Elec Dl Rl For Cewrc From Gevra To Pendra Road... In Cg Over Secr
Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil Upto 3 M Depth Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6 Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 R.c.c Grade M 20 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c Grade M 20 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c. Grade M 25 Supplying, Fitting And Placing Hysd Bar Reinforcement (fe 415) In Substructrue Complete As Per Drawings And Morth Specification Clauses 1009,1600 & 2202 Providing Weepholes In Brick Masonry/stone Masonry, Plain/reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(v):20(h) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 R.c.c. Grade M 30 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 Providing And Fixing 20 Mm Thick Compressible Fibre Board In Expansion Joint Complete As Per Drawing And Morth Specifications Clause 2604 Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Stone Masonry, Including Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lift And Lead Of 1000 M As Per Morth Specification Clause 202. Rubble Stone Masonry In Cement Mortar Supply & Fixing Of Flood Gauge (water Gauge) As Per I.r.c. 67 Standard 200 Cm Long Fixed On Angle Iron Posts 50x50x6 Mm, 2.6 M. Long. Construction Of Embankment With Material Obtained From Borrow Pits Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305 Granular Sub-base With Close Graded Material (table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.e Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (as Per I.s.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[morth Specification : Clause 401]. By Mechanical Means. For Grading-ii Material Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. 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 Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2905. 1000 Mm Dia Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Morth Specification Clause 801 Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Hard Rock (requiring Blasting) Providing And Fixing Of Retro-reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3.1 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Morth Specification Clause 801 800 Mm X 600 Mm Rectangular Kadiyanohar To Gagchana Via Kundi Km. 0/100
Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Hard Rock (requiring Blasting) Soni To Alampuram Km. 0/500
