Bridge Tenders

Details: Hubballi Division: Sw-1 Fabrication And Supplying Of Temporary Girder Two Number Of 26.80m Length For Rob/rub Works Under The Jurisdiction Of Sse/br/ubl. Sw-2 Fabrication And Supply Of Christ Chruch (cc) Cribs (1000 Nos) For Use Under The Jurisdiction Of Sse/bridges/o/ubl.

Details: Hubballi Division: Sw-1 Fabrication And Supplying Of Temporary Girder Two Number Of 26.80m Length For Rob/rub Works Under The Jurisdiction Of Sse/br/bgm. Sw-2 Fabrication And Supply Of Christ Chruch (cc) Cribs (1000 Nos) For Use Under The Jurisdiction Of Sse/bridges/o/bgm

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: Survey, Maintenance and Regular Cleaning / De-silting Work Of Trunk and Branch Sewer Of Internal Diameter 150 mm Dia To 1200 mm Dia including Minor Repairing Of Sewer Pipe of all Diameter, Minor Repairing Of Manhole/Chamber in Teliarganj , Mehdauri , Engineering College, Old Katra , Ganganagar , Ashok Nagar , Rajapur, Muirabad ,Civil Lines -I and Civil Lines-2 Wards along with Regular Cleaning and maintenance of Interceptor Sewer of dia. 150 mm to 1200 mm from Phaphamau Bridge to Rajapur STP and Interceptor Sewer of dia. 150 mm to 1200 mm from Ashok Nagar to Rajapur STP in Sewerage District – D of Nagar Nigam Prayagraj by Using Super Sucker and Sewer Suction Cum Jetting Machine including supply of all Labour, Material, Safety Equipment's and T & P Required for successful Completion of the Work as per direction of Engineer-in-Charge”.

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

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.

Description: CATEGORY: Repair and Overhauling Service - L1368 Three pesto flash Jr Sailor dining hall Victualling store and Coldcool room alleyway not working Defect to be rectified and proven for satisfactory operation; PESTO FLASH; No; Buyer Premises , Repair and Overhauling Service - L1369 Foxle Port auto telephone not working Suspect speaker defective WT speaker to be replaced Defect to be rectified and proven for satisfactory operation; PORT ATS; No; Buyer Premises , Repair and Overhauling Service - L1370 Sound Power Telephone circuit no 6 not working Defect to be rectified and proven for satisfactory operation; SPT; No; Buyer Premises , Repair and Overhauling Service - L1371 DA no 4 NDE bearing temperature Hi alarm showing on LOP and IAMCS monitor Defect to be rectified and proven for satisfactory operation; DA; No; Buyer Premises , Repair and Overhauling Service - L1372 Aft fire main pump not working and showing alarm winding temp Hi Defect to be rectified and proven for satisfactory operation; FIRE PUMP; No; Buyer Premises , Repair and Overhauling Service - L1373 Abnormal noise observed from 02 Nos FCU Bridge and sickbay Suspect motor winding showing low insulation Defect to be rectified and proven for satisfactory operation; FCU; No; Buyer Premises , Repair and Overhauling Service - L1374 One SPT panel door deteriorated at foxle Steel door to be replaced Job required manufacturing of steel door as per sample Defect to be rectified and proven for satisfactory operation; SPT PANEL; No; Buyer Premi.. , Repair and Overhauling Service - L1375 06 Tube light not working and one tube light fitting uprooted from base Defect to be rectified and proven for satisfactory operation; TUBE LIGHT FITTING; No; Buyer Premises , Repair and Overhauling Service - L1376 Emergency push button of paint store ventilation fan at foxle is not working Push button to be replaced Defect to be rectified and proven for satisfactory operation; VENTILATION FAN; No; Buyer Premises

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