Bench Tenders

Details: Description:- Cess Repair/widening Work As Per Rdso Specifications And Guidelines Rdso/2020/ge: irs-0004 Or Latest In Running Line With Suitable Soil To The Designed Profile The Work Shall Include uprooting And Disposing Of All The Vegetation, Benching At Every 30 Cm Vertical Height, Earthwork In benching Portion And Compaction Using Suitable Slope Vibratory Rollers/compactors Etc. To Achieve prescribed Mdd. Note: 1. Payment Of Cess Repairs Shall Be Based On The Quantities Worked Out From the Cross Sectional Calculations Only And Worked Out From The Initial Ground Levels Before Doing benching And Final Levels As Done For New Embankment. The Earth Work In Benching Portion Shall Not be Paid Extra As The Same Has Been Included In The Rate. 2. The Earth Work Shall Be Started Only After completing Of The Benching And Certified. 3. The Benching Work Shall Be Done For A Maximum Height of 1.50 M At Any Time Based On The Progress Of Earthwork Starting From Toe Of The Embankment.

Details: Description:- Cess Repair/widening Work As Per Rdso Specifications And Guidelines Rdso/2020/ge: irs-0004 Or Latest In Running Line With Suitable Soil To The Designed Profile The Work Shall Include uprooting And Disposing Of All The Vegetation, Benching At Every 30 Cm Vertical Height, Earthwork In benching Portion And Compaction Using Suitable Slope Vibratory Rollers/compactors Etc. To Achieve prescribed Mdd. Note: 1. Payment Of Cess Repairs Shall Be Based On The Quantities Worked Out From the Cross Sectional Calculations Only And Worked Out From The Initial Ground Levels Before Doing benching And Final Levels As Done For New Embankment. The Earth Work In Benching Portion Shall Not be Paid Extra As The Same Has Been Included In The Rate. 2. The Earth Work Shall Be Started Only After completing Of The Benching And Certified. 3. The Benching Work Shall Be Done For A Maximum Height of 1.50 M At Any Time Based On The Progress Of Earthwork Starting From Toe Of The Embankment.

Description: Cond. Scrap Such As A) Weighing Machine- 1 No, Iron Cup Board- 1 No, Iron Drum-1 No, Currency Verifier- 3 Nos, Iron Cot With Ply Top- 1 No, Mosquito Net Stand Frame- 30 Nos, Iron Poet Stand- 1 No, Iron Ladder- 1 No, Cash Chest- 2 Nos, Iron Cot - 5 Nos, Iron Storage Box - 1 No, Cot Stand Pipe Iron - 7 Nos, Wheel Chair- 17 Nos, S Type Chair- 5 Nos, Revolving Chair -82 Nos Qty 2.685 Mt Cgs/pgt Ds8 No 3121570 Dt 11-12-24. B) Iron 3 Seater Chairs -106 Nos, Bottle Crusher- 3 Nos, Iron Table- 23 Nos, Iron Almirah- 24 Nos, Iron Bench- 63 Nos, Iron Chair- 3 Nos, Iron Stool - 2 Nos, Weighing Machine- 12 Nos, Iron Rack- 53 Nos, Atvms-6 Nos, Stype Chair- 20 Nos, Weighment Stones Of Weighing Scales - 9 Nos- 19.850 Mt. Cgs/pgt Ds8 No 3121504 Dt 5-11-2024.total Lot Weight- 22.540 Mt. The Materials Are In Full/broken Condition With Available Small Electrical/nf Attachments In As Is Where Is Condition. Location : Commercial Siding Near Electric Post No.10 Palakkad Junction.

Details: Description:- Earthworkinfillinginembankment,guidebunds,aroundburiedtypeabutments, 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

Description: CATEGORY: SI of Floor mounted Island Lab Table size 8400mm L x 1500mm W x 900mm H , SI of Floor mounted Island Lab Table size 6000mm L x 1500mm W x 900mm H , SI of Floor mounted wall side Modular Lab Table 3000mm L x 750mm D x 900mm H , SI of Floor mounted wall side Modular Lab Table size 6000mm L x 750mm D x 900mm H , SI of Floor mounted wall side Modular Lab Table size 2400mm L x 750mm D x 900mm H , SI of Floor mounted Island Lab Table size 12000mm L x 750mm D x 900mm H , Pp Drop-In Sink Model , 3 Way Water Faucet Bench Mounted , Anti-Siphon Bottle Trap Mode , Flexible F Serated Connector , SI of wall mounted Storage Cabinets of size 600mm W x 380mm D x 760mm H , SI of Revolving Stools , SI of Mid back revolving chair , Supplying and drawing single core cable 1 x 1.5 sq. mm , Supplying and drawing single core cable 1 x 2 x 4 sq. mm , Supplying and fixing of medium class PVC conduit 20 mm

Description: CATEGORY: Potassium Hydroxide , Potassium Sulphate , Mohrs Salt , Ammonium Oxalate , Ethanol , 2 4 DNP , Nesslers reagent , Lime water , Acetic Acid , Fehling Solution A , Fehling Solution B , Tollens Reagent , Ferrous Sulphate Heptahydrate , Potassium Permanganate , Cupric Sulphate heptahydrate , Ferric Chloride anhydrous , Ammonium Sulphate , Lead nitrate , Manganese Sulphate , Cobalt Nitrate , Strontium Chloride , Barium Chloride , Lead Acetate , Zinc Carbonate , Zinc Nitrate , Barium Nitrate , Strontium Nitrate , Calcium Sulphate , Calcium Chloride , Copper Chloride , Cupric Sulphate Pentahydrate , Potassium Oxalate , Ammonium Molybdate , Liquor Ammonia , Folmaldehyde , Acetone , Phenol , Dimethyl Glyoxime , Platinum Wire , Test Tube Holder , Glass Dropper , Beaker , Conical Flask , Burette Stand with Clamp , Pipette , Burette with stop cock , Test Tube Cork , Tripod Stand , Spatula , Test Tube Stand , Wash Bottle , Reagent Bottle , Boric Acid , Ammonia Soln , Magnesium Sulphate , Glacial Acetic Acid , Methylene Blue , Universal Indicator Solution , Sulfuric Acid , Nitric Acid , Hydrochloric Acid , Iodine Solution , Benedict Solution , Millions Reagent , Leishman stains , Sodium Chloride , Calcium Carbonate , Yeast extract powder , Phenolphthalein Indicator Soln , Urea , Sucrose , Distilled water , Soluble Starch , Scissors , Measuring Cylinder , Cover Slip , Funnels , Test Tube , Moss , Mushroom , Yeast , Liverwort , Fern , Pine , Mustard , Earthworm , Prawn , LC of silk worm , LC of Honey Bee , Snail , Star Fish , Rohu , Shark , Frog , Lizard , Optical Bench , Ammeter , Voltmeter , Galvanometer , Resistance Box , Optical Pin , Hookes law Apparatus , Battery Eliminator

Description: Cond And U/s Wooden Scrap Such As Teak/country Wood Of Window/doors With Plywood/ferrous Attachments/adherings Such As Hinges, Handles, Lock Pads, Iron Rods, Frames Etc. And Logs, Beams, Wooden Planks, Tables, Slabs, Stands, Roofing Woods, Shelves, Scantling, Cup Boards, Rafter, Compressed Wood, Mdf And Its Planks, Beading, Furnitures, Reaper, Wooden Weld Mesh, Rake , Bench, Cot, Stool, Side Table, Tea Poy, Chair, Wardrobe, Rakes And Other Similar Items Of Different Sorts And Sizes With Or Without Original Attachments In Full/part/broken Condition In As Is Where Is Basis. Approx .500 Kgs Of Ms Ferrous Attachments Available And Included In The Lot. Note: Purchaser Has To Commence The Loading Of Material From The Location Of Sl. 01 And Proceed To Sl.02. Total Qty-6000 Kgs. Location-(1) Inside Office Compound Of Sse Works Tpj East End Near T Temple (2) Wooden Store Goodwon Sse/works Tpj.not For Sale-the Materials Not Belongs To Above Ds-8 Should Be Treated As "not For Sale" [1] Delivery To Be Made On Actual Weighment Basis, [2]segregation Of The Material Is Strictly Not Permitted,[3]purchaser Has To Commence The Loading Of Material From The Location Of Sl.01 And Proceed To Sl No.02 [4]any Other Materials In The Lot Other Than The Items Earmarked For Sale As Per Delivery Order Should Be Handed Over To The Custodian As Nfs. S1539 No.793403 Dt.12.04.2024. Hsn Code No.44014000. P.l No. 98415712. Available Under Custodian- Sse/works/tpj.

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 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 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