Drawer Tenders

Details: Description :set Of Connection Strap Assembly For Wap4 Locomotives Consisting Of 02 Items. 1) Connection Strap Assembly Inner Drg. No. Wr/ccg/el/3p1- Bg -020 Alt.2. Ref 1 To 4 - 01 Nos. 2) Connection Strap Assembly Outer Drg. No. Wr/ccg/el/3p1-bg-018 Alt.1. Ref.1 To 4 - 01 Nos. With Bush As Per Drawing No. W r-ccg-el / 4p1-bu-011 Alt-1. Ref-1 & 2. [ Warranty Period: 30 Months After The Date Of Delivery ] ]

Details: One Coach Set Of Pu Foam Cushion Material For Lscn/eog Coaches To Drg . Icf /sk3/6-1-097, Col-i , Alt -f . Cushioning Material Shall Be Of Pu Foam Conforming To Rdso Sp Ecification Rdso/2007/cg-04 Rev.01 Or Latest. Note: Firm Has The Option For Offering Seat S And Berths Cushion With Lower Density Conforming To Spec.rdso/2007/cg-04, Rev-01 Or Latest Also. Please Visit Icf Vendor Portal For Downloading Drawing Https://vp.icf.gov.in/vendtendor Detnew.php Using Key: 07241syfxkc3539 [ Warranty Period: 120 Months After The Date Of Delivery ] ]

Details: Description:- Supply, Installation, Testing And Commissioning Of 1000kva Package Type Substation comprising With11 Kv Ht Three-way Rmu (2ika.3sec)with 2 Nos. Load Breakswitch & 1 No Sf6 Vcb With ctr-5d/1a.cl-5p10.2.5 Va With Inbuilt Idmt Protection. 1000 Kva 11/433 Kv Dry Type Transformer withoffloadtaplink+5%to-10%instepsof2.5%completewithallaccessories.1600afp electrically Draw Out Type Acb 50 Ka O/l, S/c. Microprocessor Based. 800 A Fp Electrically Draw Out type Acb 50ka O/l.s/c. Microprocessor Based, 3x400a Tp Manually Fixed Type Mccb 36 Ka O/l ,s/c thermal Magnetic Based 3x250a Tp Manually Fixed Type Mccb 36 Ka O/l, S/c Thermal Magnetic based. Interconnection Between Ht Section. Transformer & Lt Section Through Ai Bus Bar & Copper cable. Css Enclosemade Out Of Gi Sheet Complete With Standard Fitting And Suitable For Outdoor installation With Our Innovative Complete With Exhaust Fan. Thermostat. Internal Illumination Door limits Witches Etc S O/l.s/c.e/f Protection, Complete With Indication Lamps With Protection Mcb With accessories Complete As Per Is/ie Rules And Site Requirement.

Details: 1.collecting Sample Of Released Slip Rings Of The 2nd Stage(21.6 Mw) Units Available From Site For Testing Of Slip Ring For Material Composition Through Govt Authorised Agency 2. Taking The Measurements Of The Existing Slip Rings Of 2nd Stage Units.3. Submission Of Detailed Engineering Drawing Of 2nd Stage Slip Rings Along With Material Composition Report For Approval 4.dismantling Of Existing Slip Ring From 2nd Stage Generators(2 Units).5. Design, Fabrication, Testing, Supply, Installation And Commissioning Of New Slip Ring Of Same Material Composition As That Of Released Slip Ring For 2nd Stage Generators(2 Units).6 Checking The Performance Of Newly Commissioned Slip Rings

Details: Description:- 22010-earthwork In Excavation By Mechanical Means (hydraulic Excavator)/manual means For Foundations And Floors Of The Bridges, Retaining Walls Etc. Including Setting Out, Dressing Of sides, Ramming Of Bottom, Getting Out The Excavated Material, Back Filling In Layers With Approved material And Consolidation Of The Layers By Ramming And Watering Etc. Including All Lift, Disposal Of surplus Soil Up To A Lead Of 300m, All Types Of Shoring And Strutting With All Labour And Material complete As Per Drawing And Technical Specification As Directed By Engineer In Charge. Note: This Item will Be Used For Excavation Work In Connection With Other Miscellaneous Works Also Like Side Drains, foundation For Ohe Masts And Other Miscellaneous Structures In Connection With Gauge Conversion, doubling, New Lines. 22011-all Kinds Of Soils

Details: One Coach Set Of Side Wall And Roof For 3ph Memu/tc Coaches I) Side Wall To drg.no. 747-1-4-001 Alt 'nil' Col.i - 1 No. Ii) Roof Complete To Drg.no. 747-1-6-005 Alt 'nil' Col .i - 1 No. The Firm Shall Fulfil The Requirement As Per Icf/md/specn.200 Issue Status-01,rev. 04, Amendment -01 Special Condition : Packing Drawing To Icf/j&t/misc/2241, Alt 'd'. [safety Ite m] [ Warranty Period: 30 Months After The Date Of Delivery ] [quantity Tolerance (+/-): 5 %age , Item Category : Normal , Total Po Value Variation permitted: Max 8 Lacs ] ]

Details: Description:- Earthwork In Excavation By Mechanical Means (hydraulic Excavator)/manual Means For foundations And Floors Of The Bridges, Retaining Walls Etc. Including Setting Out, Dressing Of Sides, ramming Of Bottom, Getting Out The Excavated Material, Back Filling In Layers With Approved Material and Consolidation Of The Layers By Ramming And Watering Etc. Including All Lift, Disposal Of Surplus Soil up To A Lead Of 300m, All Types Of Shoring And Strutting With All Labour And Material Complete As Per drawing And Technical Specification As Directed By Engineer In Charge. Note: This Item Will Be Used For excavation Work In Connection With Other Miscellaneous Works Also Like Side Drains, Foundation For ohe Masts And Other Miscellaneous Structures In Connection With Gauge Conversion, Doubling, New lines. All Kinds Of Soils

Details: Under Frame Complete For Lhb Gs(eog) Coaches Note:-(1)crf Items Are To Bema nufactured As Per Dy. Cpleiii Letter No.rcf/hsq/plg/mpsh/510003/lhb Dated 04/04/2024. (2) Prote ction Procedure As Per Dy Cple-iii Annexure-app Dated 14/05/2024. , As Per Drawing: Lg11265 alt'i' & As Per Schedule Of Technical Requirement Specification No. Mdts21320 Rev-02 Dat ed 09.06.2020 & Masking As Per Drg. No. Mi007679 Alt.'nil' Note: 1. Supporting Member On T rough Floor Will Be Applicable As Per Drg.no. Mi006839 Alt'c'., Packing Instruction: Packing As P er Standard Packing

Details: Description:- Earthwork In Excavation By Mechanical Means (hydraulic Excavator)/manual Means For foundations And Floors Of The Bridges, Retaining Walls Etc. Including Setting Out, Dressing Of Sides, ramming Of Bottom, Getting Out The Excavated Material, Back Filling In Layers With Approved Material and Consolidation Of The Layers By Ramming And Watering Etc. Including All Lift, Disposal Of Surplus Soil up To A Lead Of 300m, All Types Of Shoring And Strutting With All Labour And Material Complete As Per drawing And Technical Specification As Directed By Engineer In Charge. Note: This Item Will Be Used For excavation Work In Connection With Other Miscellaneous Works Also Like Side Drains, Foundation For ohe Masts And Other Miscellaneous Structures In Connection With Gauge Conversion, Doubling, New lines. All Kinds Of Soils

Details: Description:- Earthwork In Excavation By Mechanical Means (hydraulic Excavator)/manual Means For foundations And Floors Of The Bridges, Retaining Walls Etc. Including Setting Out, Dressing Of Sides, ramming Of Bottom, Getting Out The Excavated Material, Back Filling In Layers With Approved Material and Consolidation Of The Layers By Ramming And Watering Etc. Including All Lift, Disposal Of Surplus Soil up To A Lead Of 300m, All Types Of Shoring And Strutting With All Labour And Material Complete As Per drawing And Technical Specification As Directed By Engineer In Charge. Note: This Item Will Be Used For excavation Work In Connection With Other Miscellaneous Works Also Like Side Drains, Foundation For ohe Masts And Other Miscellaneous Structures In Connection With Gauge Conversion, Doubling, New lines. All Kinds Of Soils