Bridge Tenders

Details: Description:- Rcc M-35 Grade As Per Rly's Approved Drawing And Specification For Construction Of bridge Sub Structure / Super Structure / Rcc Jacketing Of Arch, Pier, Abutment Etc. The Rate Includes design Of Concrete Mix Manufacture Of Concrete By Batching Plant, Cost Of Form Work Includes erection And De-shuttering, Placement Of Concrete Using Concrete Pump / Placing Boom, Compaction steel Reinforcement Cutting , Bending And Binding Of Reinforcement With Binding Wires And Placing In proper Position , Curing Of Concrete Upto Specified Period Complete In All Respect Including All Lead, lift, Crossing Road/track Etc. The Rate Also Includes Cost Of All Ingredients Of Rcc In/c Cement, Sand, aggregate, Admixture, Labour, Tools And Plants Etc. But Excluding The Cost Of Reinforcement. The contractor Has To Construct The Approach Road To The Site At His Own Cost, If Required, No Extra payment Will Be Made For This.

Details: Modification/Shifting of various 400/220/132kV EHV lines due to Construction of Road/Railway/Bridge/Canal etc., Restoration of supply in case of tower collapse/damaged due to Heavy Wind/Cyclone/Flood or any other reason, Replacement of towers due to rusting, deterioration of tower parts by carrying out various activities like repairing of stubs/chimney which involves excavation around the chimney, breaking of chimney, repairing of damaged stub by cutting and jointing stub as per requirement, placing a new angle, fixing cleat plates, painting with 1anti corrosive paint, recasting of chimney, muffing, coping and backfilling where 1/2/3/4 no. stub is to be repaired, tower erection and associated dismantling of towers, de-stringing and stringing of conductor and Earthwire/OPGW, Resagging of Conductors, Replacement of Disc Insulator etc. in East Zone of MP on rate contract basis

Details: Repairing of Bituminious road from Talpukur Morh to Hiralal Khan Bhaban Dighasipur under Ward No. 17 within Haldia Municipality. Length of road a) L = 4.00 M , W =8.40 M b) L = 6.00 M , W = 6.20 M c) L = 5.00 M , W =5.00 M d) L = 7.00 M , W = 6.00 M e) L = 790.00 M , W = 3.50 M Total Length = ( 4.0 + 6.0 + 5.0 + 7.0 + 790.00 ) M = 812.00 M ( The rate are based as per Schedule of rates with latest revision for PWD ( WB) schedule of rates for Road & Bridge works ( Volume - III ) ( including materials, labour & carriage ) effective from 31.08.2018 including 9th corrigenda dated 14.10.2020

Details: Consultants For The Work Consultancy Services For To Provide Third Party Quality Assurance And Quality Control For The Infrastructure Works Like Buildings/roads/water Supply Lines/sewer Lines/storm Water Drains/ Bridges/electrical Items Like Cable For Service Connections, Central Lighting, Bore Well Parts Etc In Khammam Municipal Corporation Limits, Khammam

Details: The Scope Involves The Design, Construction, Completion And Maintenance Of The Proposed A9 Dualling: Tay Crossing To Ballinluig Project. The Project Forms Part Of The Overall A9 Dualling Programme, Which Aims To Improve The Operational Performance Of The A9, Improve Safety For Motorised And Non-motorised Users, Facilitate Active Travel Within The Corridor, And Improve Integration With Public Transport Facilities. The Objectives Are To Be Met Whilst Avoiding And/or Reducing Environmental Impacts, Enhancing The Environment And Improving Sustainability Where Possible. The Project Will Upgrade Approximately 5 Miles (8.2km) Of Existing Single Carriageway, Commencing Just North Of The Jubilee Bridge Over The River Tay And Ending At The Southern End Of The Existing Dual Carriageway South Of Ballinluig Junction. This Section Of The A9 Is Located Within Close Proximity To A Number Of Designated Environmental Sites, Including Watercourses Forming Part Of The River Tay Special Area Of Conservation Which Are Crossed By The Existing A9. In Particular, The Project Involves, But Is Not Limited To: - Widening Of Existing A9 Single Carriageway To Dual 2 Lane All-purpose Roads Sub-category C (d2apc) Standard, In Accordance With ‘cd 109 Highway Link Design’ Within The Uk Design Manual For Roads And Bridge - Construction Of Seven Left-in Left-out Junctions - Construction Of A Roundabout - Upgrade To Side Roads Including Resurfacing Or Realignment And Other Improvements - Construction Of Access Roads To Rural Properties - Provision Of One New Overbridge Structure (guay South Overbridge) And One New Underbridge Structure (kindallachan Underbridge). - Replacement And/or Upgrade To A Number Of Existing Structures Including Culverts And Sustainable Drainage Systems (suds) Developed In Consultation With Scottish Environment Protection Agency (sepa). - Provision Of Traffic Management, Earthworks, Road Restraint Systems, Accommodation Works, Service Diversions, Fencing, Signage, Landscaping And Environmental Mitigation. Cpv: 45233100, 45111000, 45221220, 45221111, 45233120, 45233124, 45233125, 45233161, 45233162, 45233224, 45233226, 45233290, 45262640, 45233222, 45112000, 45112730, 45233128, 45233280, 45246200, 45316210, 45454100.

Description: Ubl-svnr-kjg-2158-ms-24-k Condemned And Un-serviceable Released Ms Plate Girder (rpg) Class-iii, Span-18.30 M, Total ? 15 Nos, (15 Nos X 18.30m Span) Cl-iii With Men Refugee & Trolley Refugee Along With P-way Items From Bridge No.38 Over Vardha River At Km 403/500-800 Between Svnr-kjg Station Ubl-hvr Section. Total No. Of Span = 15 Nos,length Of Each Span Is 18.30 Meters,ds-8 No: 1)190820078 Dt:24.03.2022 2)396376 Dt:27.04.2023. Bridge Material Consists Of Cl-iii 1)bottom Cover Plate 2)bottom Flange Plate 3)bottom Running Angle 150x150x16 4)top Cover Plate 5)top Flange Plate 6)top Running Angle 150x150x16 7)end Vertical Plate 8)end Angle With Vertical Plate Cover Plat 9)end Angle 125x75x10 10)vertical Running Angle 110x110x10 11)vertical Cover Plate 12)end Stifferner 125x75x10 13)end Stiffener Cover Plate 14)intermediate Stifferner 1 15)intermidiate Stiffener Cover Plate 16)intermidiate Sifferner2, 125x75x10 17)plates Behind End Stiffner Downside 18)web Plate 19)bearing Pad Plate 20)bearing Plate 21)x-frame A) Horizontal Angle 110x110x10 B)diagonal Angle 125x75x10 C)corner Gusset Plate D)middle Gusset Plate E)gusset Plate At Top F)centre Plate Top 22)top Bracing A)horizontal 110x110x10 B)diagonal 150x150x12 C)gusset Plate D)center Plate Top 23)jack Pad A) Bottom Plate B)vertical Plate C)stiffener D)top Plate 24)splice Joint A)top And Bottom Angle 120x120x10 B)top End Bottom Plate C)vertical Plate D)cover Plate 1x2x2 E)cover Plate 1x2x2x2x2 Trolley Refugee (3 Nos) Consists Of Cl-iii 1)bottom Rail 90r 2) Bottom Support Diagonal 110x110x10 3) Gusset Plate 4) Bottom Support Horizontal 75x75x8 5) Hand Rail 6) Verticle Angle 75x75x10 7) Horizontal Angle 75x75x10 Men Refugee 1 Consists Of Cl-iii 1)bottom Rail 90r 2) Bottom Support Horizontal 75x75x10 3) Bottom Support Diagonal 75x75x10 4)gusset Plate 5)hand Rail 6)verticle Angle 75x75x10 7)horizontal Angle 75x75x10 Men Refugee 2 Consists Of Cl-iii 1)bottom Rail 90r 2) Bottom Support Horizontal 75x75x10 3) Bottom Support Diagonal 75x75x10 4) Gusset Plate 5) Hand Rail 6) Verticle Angle 75x75x10 7) Horizontal Angle 75x75x10 P-way Materials Consists Of Cl-iii 1)rail 52kg (561.29 Meter) 2) Steel Channel Sleeper (490 Nos) 3) Rail 90r(601.83 Meter) 4) Angles (75x65 Mm) (599.58 Meter) 5) Angle (110x110 Mm ) (7.05 Meter) 6) Hook Bolts (115 Nos) 7) Inner/outer Clips (826 Nos) 8) Guard Rail Bolts & Nuts (653 Nos) 9) Tapered Washers (96 Nos)

Description: CATEGORY: Forex Sheet 8 X 4 , Yoga Mat , Music Octopad , Stop Watch , Vernier Callipers , Law of prallelogram apparatus , Sonometer , Searls apparatus , Resonance opparator , Meter Bridge , Compound Microscope , Ammonium Carbonate , Ammonium Chloride , Ammonium Sulphate , Ammonium Nitrate , Aluminium Chloride , Aluminium Sulphate , Barium Chloride , Barium Nitrate , Calcium Carbonate , Copper Chloride , Magnesium Sulphate , Lead Acetate , Lead Nitrate , Ferrous Sulphate , Cadmium Carbonate , Sodium Hydroxide Pellet , Hydrochloric Acid , Sulphuric Acid , Glacial Acetic Acid , Ethanol , Acetone , Sodium Nitroprusside , Potassium Permangnate , Potassium Dichromate , Potassium Ferrocyanide , Potassium Ferricyanide , Potassium Iodide , A4 Size colour papers , Acrolic Colour , Colour- White, , Colour- Green , Colour- Yellow , Colour- Black , Colour- Red , Colour- Brown , Thunmb Pins , A4 Size paper Rim , Silver ,,,,,,,, Paper A4 Size , Scissors , Hand made paper Yellow , Hand made paper Red , Hand made paper Disigner , Taper roll Red , Taper roll Blue , Taper roll Golden , Transparent packing wrap roll , Transparent Tap , Double Sided tap , Tray Plastic , Catridge Paper , Art Paper Glossy , Pastel Paper Blue , Pastel Paper Red , Pastel Paper Orange , Pastel Paper Black , Card Board , Chisel Red , Chisel Bule , Round Brush 2, 6, 8 , Camel Poster Colour , Brown Tape , Cello Tape , Stapler Pin , Electric Rip , Electric Wiring , Bombay Kil , Brown Sheet , Marker Pen RBB set temprory , Marker Pen RBB set Permanent , Football 5 , Football 4 , Cricet Bat L Size , Cricet Bat M Size , Football Net , Handball Net , Basket Ball Net , Badminton Net , Flex 3 X 4 , Helogen , Hose Pipe bundle , Seeds Pack , Fertilizer Bag , Dustbin , Water Centralise RO System , Gloves , Mask , Dustbin bag , phenyle Liter , Make up kit , Big Cement Pot , Book , Badge , Collar Mike , 90GSM rim 500 sheet

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

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

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