Bench Tenders

Details: Description:- Earthwork In Filling In Embankment, Guide Bunds, Around Buried Type Abutments, Bridge gaps, Trolley Refuges, Platforms Etc. With Contractor's Own Earth Conforming To Soil Quality Class sq1/sq2/sq3, After Preparation Of Foundations As Applicable, Benching In Existing Banks Wherever required, Spreading In Layers With Motor Grader, Bringing The Moisture Content To Omc, Mechanical compactiontospecifieddensity And Dressingofbanktofinalprofileasperrdso Specifications: rdso/2020/ge:irs-0004withlatestcorrectionslips. Note:1)foundationpreparation,benching including Additional Earthwork On Account Of This, Wherever Required, Shall Be Paid Extra Under Relevant schedule Item For Benching. 2) Payment For Earthwork Under This Item Shall Be Made Based On The cross Section Measurements Calculated (i) With Original Ground Profile Of Existing Bank Based On Initial ground Levels Before Doing Benching And (ii) Final Profile Of The Bank Worked Out With Final Levels As Per prevailing Guidelines. Using Soil Class Sq1

Details: Description:- Earthwork In Filling In Embankment, Guide Bunds, Around Buried Type Abutments, Bridge gaps, Trolley Refuges, Platforms Etc. With Contractor's Own Earth Conforming To Soil Quality Class sq1/sq2/sq3, After Preparation Of Foundations As Applicable, Benching In Existing Banks Wherever required, Spreading In Layers With Motor Grader, Bringing The Moisture Content To Omc, Mechanical compactiontospecifieddensity And Dressing Of Bank To Final Profile As Per Rdso Specifications: rdso/2020/ge:irs-0004withlatestcorrectionslips. Note:1)foundationpreparation,benching includingadditionalearthworkonaccountofthis,whereverrequired,shallbepaidextraunder relevant Schedule Item For Benching. 2) Payment For Earthwork Under This Item Shall Be Made Based On the Cross Section Measurements Calculated (i) With Original Ground Profile Of Existing Bank Based On initial Ground Levels Before Doing Benching And (ii) Final Profile Of The Bank Worked Out With Final Levels as Per Prevailing Guidelines. Using Soil Class Sq2

Details: Description:- Earthwork In Filling In Embankment, Guide Bunds, Around Buried Type Abutments, Bridge gaps, Trolley Refuges, Platforms Etc. With Contractor's Own Earth Conforming To Soil Quality Class sq1/sq2/sq3, After Preparation Of Foundations As Applicable, Benching In Existing Banks Wherever required, Spreading In Layers With Motor Grader, Bringing The Moisture Content To Omc, Mechanical compactiontospecifieddensity And Dressing Of Bank To Final Profile As Per Rdso Specifications: rdso/2020/ge:irs-0004withlatestcorrectionslips. Note:1)foundationpreparation,benching including Additional Earthwork On Account Of This, Wherever Required, Shall Be Paid Extra Under Relevant schedule Item For Benching. 2) Payment For Earthwork Under This Item Shall Be Made Based On The cross Section Measurements Calculated (i) With Original Ground Profile Of Existing Bank Based On Initial ground Levels Before Doing Benching And (ii) Final Profile Of The Bank Worked Out With Final Levels As Per prevailing Guidelines. Using Soil Class Sq2

Details: Description:- Earthwork In Filling In Embankment, Guide Bunds, Around Buried Type Abutments, Bridge gaps, Trolley Refuges, Platforms Etc. With Contractor's Own Earth Conforming To Soil Quality Class sq1/sq2/sq3, After Preparation Of Foundations As Applicable, Benching In Existing Banks Wherever required, Spreading In Layers With Motor Grader, Bringing The Moisture Content To Omc, Mechanical compactiontospecifieddensity And Dressing Of Bank To Final Profile As Per Rdso Specifications: rdso/2020/ge:irs-0004withlatestcorrectionslips. Note:1)foundationpreparation,benching including Additional Earthwork On Account Of This, Wherever Required, Shall Be Paid Extra Under Relevant schedule Item For Benching. 2) Payment For Earthwork Under This Item Shall Be Made Based On The cross Section Measurements Calculated (i) With Original Ground Profile Of Existing Bank Based On Initial ground Levels Before Doing Benching And (ii) Final Profile Of The Bank Worked Out With Final Levels As Per prevailing Guidelines. Using Soil Class Sq3

Details: Supply of 12 No’s of cement Benches & Construction of New Concrete of Concrete Road Near- ‘A’ type Mata Mandir Area at Ward No-13

Details: Botanical Garden, Ajmer(Construction of Hut with Benches ( 15' X15' ) 1no, Const. of Artificial Umbrella work, Construction of pipe fitting, kachaTrack, Watch Tower )

Description: CATEGORY: MS Square Pipe 2 inch x 2inch , PPGI Sheet 12 feet , Turbo Vent 300mm , Door Aluminium 7 feet x 4 feet , Shutter Window 4 feet x 4 feet Aluminium , Bricks , Sand , Self Tapping Screw , Looking Mirror 8 feet x 4 feet 10mm thick , Red Oxide , Paint Black , Distemper , Putty , Iron Cutter Blade 14 inch , Welding Electrodes , Cement , Aggregate 20mm , MS Rod , PVC Panel , False Ceiling Complete incl framework , Peck Fly or Rear Delt 100 Kg , Multipurpose Machine Flat or Incline or Shoulder 100 Kg , Cable Cross over with accessories 160 Kg , Smith Machine with Squat Rack 30mm liner , Adjustable low abdominal bench , PVC Copper Cable 1 point 5 Sqmm , PVC Copper Cable 2 point 5 Sqmm , 2 Core Service Cable , PVC Earthing Cable 1 Core , Socket 15 Amp , Switch 15 Amp , Switch 5 Amp , Socket 5 Amp , Tube light 1200mm 20 Watt , Angle Holder , Bulk Head with Fitting , PVC Pipe for Fitting , PVC Pipe Clip , PVC Bend for Pipe , Modular Switch Socket Board 12 Way , Modular Switch Socket Board 6 Way , Modular Switch Socket Board 3 Way , MCB Box 6 Way , MCB 16 Amp SP , MCB 10 Amp SP , MCB 32 Amp DP , Insulation Tape , Self Drilling Screw , Regulator for Fan , Ceiling Fan , LED Bulb 18 Watt , False Ceiling Lights 2 Feet x 2 Feet

Details: Supplying 3 Three Nos. New Sitting Benches In The Court Room No 1 Situated At The Main Building High Court, Calcutta During The Year 2024 25

Details: Description:- Earthwork In Filling In Embankment, Guide Bunds, Around Buried Type Abutments, bridge Gaps, Trolley Refuges, Platforms Etc. With Contractor's Own Earth Conforming To Soil Quality class Sq1/sq2/sq3,afterpreparationoffoundationsasapplicable,benchinginexistingbanks wherever Required, Spreading In Layers With Motor Grader, Bringing The Moisture Content To Omc, mechanicalcompactiontospecifieddensity And Dressingofbanktofinalprofileasperrdso specifications: Rdso/2020/ge: Irs-0004 With Latest Correction Slips. Note: 1) Foundation Preparation, benching Including Additional Earthwork On Account Of This, Wherever Required, Shall Be Paid Extra under Relevant Schedule Item For Benching. 2) Payment For Earthwork Under This Item Shall Be Made based On The Cross Section Measurements Calculated (i) With Original Ground Profile Of Existing Bank based On Initial Ground Levels Before Doing Benching And (ii) Final Profile Of The Bank Worked Out With final Levels As Per Prevailing Guidelines. Using Soil Class Sq2

Details: Description:- Earthwork In Filling In Embankment, Guide Bunds, Around Buried Type Abutments, bridge Gaps, Trolley Refuges, Platforms Etc. With Contractor's Own Earth Conforming To Soil Quality class Sq1/sq2/sq3,afterpreparationoffoundationsasapplicable,benchinginexistingbanks wherever Required, Spreading In Layers With Motor Grader, Bringing The Moisture Content To Omc, mechanicalcompactiontospecifieddensity And Dressingofbanktofinalprofileasperrdso specifications: Rdso/2020/ge: Irs-0004 With Latest Correction Slips. Note: 1) Foundation Preparation, benching Including Additional Earthwork On Account Of This, Wherever Required, Shall Be Paid Extra under Relevant Schedule Item For Benching. 2) Payment For Earthwork Under This Item Shall Be Made based On The Cross Section Measurements Calculated (i) With Original Ground Profile Of Existing Bank based On Initial Ground Levels Before Doing Benching And (ii) Final Profile Of The Bank Worked Out With final Levels As Per Prevailing Guidelines. Using Soil Class Sq1