Bridge Tenders

Description: Construction Of Retaining Wall & Repair Of Canal Lining Of R.b.c. In Between R.d 1300 M. To 1350 M., Repairing Of Canal Lining Of R.b.c. In Between R.d. 10560 M. To 10575 M., Repairing Of Canal Lining Of R.b.c. In Between R.d. 8890 M To 8905 M., Construction Of Pipe Vrb At Rd 720 M. Of Baima Minor Of Pounsara Distributoary, Construction Of Pipe Vrb At Rd 1080 M. Of Baima Minor Of Pounsara Distributoary, Water Proffing To Slab & Other Repair Works W.r.d. Office Bsp., Construction Of Slab Vrb At Rd 1290 M. Of Pounsara Distributoary, Repair Of L.b.c. Main Canal At Rd 19000 M. Of Kharung Tank Project., Repair Of L.b.c. Main Canal At Rd 17600 M. To 17630 M. Of Kharung Tank Project., Construction Of Protection Wall At Seepat Mr. At Rd 500.00 M., Construction Of Hume Pipe Vrb At Rd 4560 M. Of Mohra Distributoary, Construction Of Hume Pipe Vrb At Rd 1740 M. Of Khajuri Minor, Repair Of C.c. Lining And Direct Outlet Of L.b.c. Main Canal At.rd 38280 M. Of Kharung Tank, Fixing Of Direct Outlet, Construction Of Slab Vrb At Rd 1376 M. Of Karra Distributoary, Repair Of Foot Bridge At Rd 21030 M. Of L.b.c. Main Canal Of Kharung Tank Project., Repair Of D.c. At Rd 2580 M. Of Pondi Dy. Canal, Repair Of D.c. At Rd. 6060 M. Of Pondi Dy. Canal, Construction Of Vrb. At Rd. 6120 M. Of Pondi Dy. Canal, Construction Of Slab For Vrb At Rd. 33015 M. Of Lbc, Repair Of Minor Head At Rd 6750 M. Of Hindadih Minor Of Kharung Tank Project.

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

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

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

Description: CATEGORY: Quint PS 1AC 24VDC 20 Sl No 1 as per Annexure A , Quint PS 1AC 24VDC 10 Sl No 2 as per Annexure A , TRIO PS 2G 1AC 12DC 5 C2LPS Sl No 3 as per Annexure A , Step PS 1AC 5DC 6.5 Sl No 4 as per Annexure A , QUINT4-DIODE 1224DC 2X20 1X40 Sl No 5 as per Annexure A , TRIO DIODE 12 24DC 2X10 1X20 Sl No 6 as per Annexure A , UKK5 Sl No 7 as per Annexure A , LB10 6GY Bridge Sl No 8 as per Annexure A , SHORT LINK UKKB5 Sl No 9 as per Annexure A , UKH 50 Sl No 10 as per Annexure A , UT4 Quattro Sl No 11 as per Annexure A , FB5 END PLATE Sl No 12 as per Annexure A , FBS20 6 Sl No 13 as per Annexure A , UKH 70 4X10 Sl No 14 as per Annexure A , DEK REL 241 SEN Sl No 15 as per Annexure A , PTCB E1 24DC 1 8A NO Sl No 16 as per Annexure A , ZB6 LGS FORTZAHLEN Sl No 17 as per Annexure A , ZB6 QR LGS FORTZAHLEN Sl No 18 as per Annexure A , CLIPFIX 35 Sl No 19 as per Annexure A , D UKK 35 Sl No 20 as per Annexure A , NS 35 7.5 PERF 2000 mm Sl No 21 as per Annexure A , SF SL 0.6x3.5 100 S VDE Sl No 22 as per Annexure A , Quint PS 1 AC 24 v DC 40A Sl No 23 as per Annexure A

Details: . Engagement Of Consultant for Providing Consultancy Services Including Survey, Detailed soil Investigations, Study, Structural Design, Preparation of Detailed Project Report & Getting it vetted from State Technical Agency (STA) For New roads, Upgradation roads and Long Span Bridges/Vented Causeways proposed Under PMGSY-IV in PMGSY Division Ramnagar Sub Division Ramnagar of District Udhampur of J&K UT.

Details: . Engagement Of Consultant for Providing Consultancy Services Including Survey, Detailed soil Investigations, Study, Structural Design, Preparation of Detailed Project Report & Getting it vetted from State Technical Agency (STA) For New roads, Upgradation roads and Long Span Bridges/Vented Causeways proposed Under PMGSY-IV in PMGSY Division Ramnagar Sub Division Dudu of District Udhampur of J&K UT.

Details: . Engagement Of Consultant for Providing Consultancy Services Including Survey, Detailed soil Investigations, Study, Structural Design, Preparation of Detailed Project Report & Getting it vetted from State Technical Agency (STA) For New roads, Upgradation roads and Long Span Bridges/Vented Causeways proposed Under PMGSY-IV in PMGSY Division Ramnagar Sub Division Majalta of District Udhampur of J&K UT.

Description: CATEGORY: Broach nerve canal , Endo Z Bur , Tetric powerfill package complete IV A 3 x 3 gm , Miracle mix restorative cement MMR , Choline salicynate Lidocaine Gel Dologel , Injection lignocaine with adrenaline 1 80000 cartridge 2 perc , Hand sanitizer bott of 500 ml , Crown and bridge preparation kit , Neo Endoflex files 4 Percent , Neo Endoflex files 6 percent , Mouth mirror top only , GIC Luting cement , Intermediate restorative material , Calcium hydroxide powder , Hand piece lubricant spray bott of 350 ml , Rotary proglider No 15 , Ribbon Gauze , Savlon 1Ltr Bott , Gum Paints , K File size 06 21 mm set of 06 , K File size 06 25 mm set of 06 , K File size 08 21 mm set of 06 , K File size 08 25 mm set of 06 , K File size 10 21 mm set of 06 , K File size 15 25 mm set of 06 , K File size 20 25 mm set of 06 , Dentsply Rotary protaper gold assorted 21 mm , Dentsply Rotary protaper gold assorted 25 mm , Fiber post 1 point 3 1 point 5 mm , Chlorhexidine mouth wash bott of 80 ml , EDTA Gel for root canal preparation , Miracle mix restorative cement , Dycal , Cement mixing spatula , Cement mixing pad , Spreader , Examination Gloves size small pkt of 100 , Etchant , Bonding agent , Bite registration wax , Endo irrigation needle , Hyflex CM rotary file assorted size 21mm , Hyflex CM rotary file assorted size 25mm , Dental Napkin Paper , Glass ionomer filling material cement , Applicator tip , Polishing and finishing kit , Articulating paper , Polycarboxylate cement , Solution Povidone iodine Bott of 500 ml , Flowable composite kit , Surgical Gloves Size 6 5 , Surgical Gloves Size 7

Description: Various Type Of Ms & Ci Scrap At Sse (sig/m) Daund Depot Of Pune Division. 1.main Signal Post-28 Nos. 2.signal Base-28 Nos, 3.signal Unit 2 Aspect-17 Nos, 4.signal Unit 3 Aspect-7 Nos, 5.signal Unit 4 Aspect-4 Nos, 6.offset Bracket Main Signal-18 Nos, 7. Route Indicator-18 Nos, 8.shunt Signal Post-27 Nos, 9.shunt Signal Base-27 Nos, 10.shunt Signal Unit-27 Nos, 11.offset Bracket Shunt Signal-14 Nos. Total Lot Qty: 10.420 Mts (approx) Remarks 1. Pakka /kaccha Road Approach Road Is Available. 2.the Weight Has Been Assessed On Approximate & Documentation Basis, Subject To Any Variation During Delivery By Actual Weighment If Any, Will Be The Responsibility Of Custodian. 3. No/ Similar & Other Type Of Material Is Lying Nearby The Lot. (sse/sig/m/dd) Has Assure To Remove The Extra Material Lying Near The Lot. Or Side Assets. 4. The Lot Is Ok For Auction Sale. 5. The Quantity Physically Available. The Lot No & Measurement Has Been / Painted By The Stock Holder. 6. The Quantity Is As Per Ds-8 Note & Ss 11 Has Been Verified Of The Lot. 7. If There Are Any Discrepancies Like Addition, Deletion, Alteration In Material Or In Weighment Or Tampering With The Lot Will Be The Responsibility Of The Stock Holder. Any Weight Difference Between Actual And On Ds-8 Note & Ss 11 Will Also Be Responsibility Of The Stock Holder. 8. The Gas Cutting May Be Allowed For Easy Loading In The Truck. The Pulling Shifting And Lifting To Be Done By The Purchasers 9. Nfs Or Non-descript Material Has Not Be Stocked At Least 15 Mtrs. From The Lot. 10. Scrap Delivery On Actual Weighment Basis On Nearest Govt. Recognized/ Approved Weigh Bridge Only. 11. Bidders Are Advised To Inspect The Lot Material Before Bidding. Location: Sse(sig/m)dd Depot Office Compound