Bridge Tenders

Details: Sources Sought asphalt, Grant Avenue 02 January 2025 u.s. Army Fort Leavenworth Department Of Public Works classification Code: Z2lb Repair Or Alteration Of Highways/roads/streets/bridges/railways naics Code: 237310 Highway, Street, And Bridge Construction. set Aside: Tbd please Note: This Is Not A Solicitation Announcement. This Is A Potential Sources Sought Issued Only To Conduct A Market Research Study For An Anticipated Military Program. the Information Received Will Be Used Within Department Of Public Works, Fort Leavenworth, Kansas, To Facilitate The Decision-making Process And Will Not Be Disclosed Outside Of The Organization. This Announcement Is Not A Request For Proposals, But A Survey Of The Market For Potential Sources. No Reimbursement Will Be Made For Any Costs Associated With Providing Information In Response To This Announcement Or Any Follow-up Information Requests. This Notice Does Not Constitute A Request For Proposal And Is Not To Be Construed As A Commitment By The Government For Any Purpose Other Than Market Research. Respondents Will Not Be Notified Of The Results Of The Evaluation. department Of Public Works, Fort Leavenworth, Ks Is Seeking Current Relevant Experience, Personnel, And Capability To Work That Includes But Is Not Limited To The Following: 2” Mill And Overlay Of Grant Avenue From Cody Road To Pope Avenue On Ft. Leavenworth, Kansas, Install Pavement And Markings, Refer To Asphalt Contract Specifications, Provide Traffic Control As Needed, Requires A Traffic Control Plan Be Submitted For Approval, One Lane Of Traffic In Each Direction Is To Always Remain Open During Construction. No Construction Will Be Allowed Between July 4, 2025, And July 6, 2025, And All Lanes Of Traffic Shall Be Open And Operational During This Window. the Work To Be Done Consists Of Furnishing All Plant, Labor, Equipment, And Materials As Well As Performing All Work In Strict Accordance With The Drawings And Specifications For Flexible Pavement Requirements And Miscellaneous Construction And Repairs At Fort Leavenworth, Kansas. All Work Performed By The Contractor Shall Result In A Complete And Functional System. the Contract To Be Awarded Will Be For Construction In Fort Leavenworth, Within The North American Industry Classification System (naics) Code Is 237310 (highway, Street, And Bridge Construction). interested Sources Are Invited To Respond To These Sources Sought Announcement Utilizing Their Company Letterhead In A Portable Document Format (pdf). responses To This Source Sought Should Be Forwarded To The Attention Of Felipe D. Zaragoza At The Following E-mail – Usarmy.leavenworth.acc-micc.mbx.construction@army.mil Or Felipe.d.zaragoza.civ@army.mil And Or Ms. Jennifer Walker At Jennifer.s.walker12.civ@army.mil

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: C/o Bharanu Koti road km. 0/0 to 2/0 (SH C/o balance work in 6.00 mtr span RCC culvert at R.D. 0/915 for LHS and RHS wing wall) under head Bridges 5054-04-101-01-SOON).

Description: CATEGORY: E2 3990 000045 RAMP LOADING VEHICLE FOR BOAT ASSAULT UNIVERSAL Drg No IMGA 0074 A Spec No IND ENG PROV 1092 A , 14 1940 000216 E2 3990 000046 PLATFORM VEHICLE LOADING PORTABLE FOR BOAT ASSAULT UNIVERSAL , 14 1940 000215 E2 1940 000154 COVER WATER PROTECTION CANVAS BOAT ASSAULT UNIVERSAL , IEB 0211 2040 000382 14 2040 000382 OAR 10FT 3 point 05M Drg No IMPD 1824 Spec No IND ENG PROV 1172 , E2 IEB 0112 14 2090 000042 HOOK BOAT 11 feet 7 1 by 2 Inch 3 point 54M Drg no IMPD 1497 Spec no CC lAE 2090 1404 , 14 1940 000101 14 2090 000047 PADDLE TIMBER 4FT 1 point 2M Dr g no IMPD 1825 Spec no IND ENG PROV 1181 , 14 1940 000213 COUPLING DECK Drg no IMPD 0523 Spec no CQAE 1940 1575 a , 14 4020 000388 E2 4020 000388 CORDAGE NYLON 8 DIA X9M LONG , 14 2090 000045 14 2090 000045 SPIKE BRIDGING , 14 5315 003912 PIN DECK COUPLING WITH CHAINS AND CLEAT Drg No IMPD 0524 Spec No CQAE 1940 1575 A , 14 5120 004321 IEB 2299 14 5120 004321 PODGER WITH HANDLE 170MM LONG Drg No IMPD 0496 A Spec No CQAE 1940 1575 a , LV6 MT 13 IA 030337 CHOKES WHEEL EPD 5655 , 14 1940 000212 LINK SIDE Drg no IMPD 0525 Spec no CQAE 1940 1575 a , 14 5315 003911 14 5315 003911 PIN LOCK BOTTOM LINK SIDE Drg No IMPD 0527 Spec No CQAE 1940 1575 A , 14 5130 000615 AUGER WITH HANDLE 170MM LG Drg no IMPD 0496 A Spec no CQAE 1940 1575 a , 14 IEB 2316 E2 2090 000054 BUTTON Drg no IMPD 0551 Spec no CQAE 1940 1575 a , 14 2090 000052 PANEL SPLASH STARBOARD WITH U BRACKETS Drg no IMPD 0548 Spec no CQAE 1940 1575 a , 14 5360 002298 SEALANT 2M LG BEST COM QUALITY Drg no IMPD 0496 A Spec no CQAE 1940 1575 a , 14 IEB 2332 E2 5315 003919 PIN COTTER SPLITE 4 X 22 IS 549 STEEL , 14 114 0163 ANCHOR BRIDGING 60 LBS , 14 5420 000266 BRACING MEMBER BRIDGING TUBE SMALL , 4930000458 SK 6946 GUN GREASE PUSH TYPE CAPACITY 150 CC , E2 IEB 0113 BOUY ANCHOR , H2 4020 000017 ROPE MANILA HAW SERIAND 3 STRABDS 64MM X 7 point 5MTR LO , 63 163 MONEX 7 29 LOCKING SCREW , F1 5120 003038 SPANNER OPEN JAW FIXED DOUBLE ENDED 13X17 , E2IEB USA0005 SCREW DRIVER , F1 5120 002993 SCREW DRIVER ENGINEERS POINT SIZE 200 MM , 43 4320 000028 WASHER LEATHER , 14 2090 000150 CAP DETAEHABLE , F1 5340 000967 PAD LOCK IG 4 LEVER 40MM , 14 5120 000072 BRUSH FLAT 127X27MM , 9330 000031 CRUCIBLE PLASTIC CUP 100 ML , X3 IXC GL SK 2241 SPANNER TUBULAR 17 AF 115 MM LONG , E2 4310 000266 FOOT PUMP INJECTING , 14 5305 009848 14 5305 009848 SCREW MACHINE CSK HEAD BM 8X90N 1365 68 Drg no IMPD 0496 A Spec no CQAE 1940 1575 a , E2 IEB 2307 SCREW HANDED SELF TAPPING A 10 X 12 point 5 MM Drg no IMPD 0496 A Spec no CQAE 1940 1575 a

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: C/o Bharanu Koti Road Km. 0/0 To 2/0 (sh C/o Balance Work In 6.00 Mtr Span Rcc Culvert At R.d. 0/915 For Lhs And Rhs Wing Wall) Under Head Bridges 5054-04-101-01-soon).

Details: Title: Hringvegur (1) Um Ölfusá, Supervision And Consulting description: The Icelandic Road And Costal Administration (irca) Requests Bids For Supervision, Quality Control And Consulting Of A Work That Contains Construction Of Bridges And Road Over Ölfusá, Hringvegur (1) Um Ölfusá. Tenders Will Be Opened In Two Stages 14.1.2025 And 23.1.2025.

Details: Title: Hringvegur (1) Um Ölfusá, Supervision And Consulting description: The Icelandic Road And Costal Administration (irca) Requests Bids For Supervision, Quality Control And Consulting Of A Work That Contains Construction Of Bridges And Road Over Ölfusá, Hringvegur (1) Um Ölfusá. Tenders Will Be Opened In Two Stages 14.1.2025 And 23.1.2025.

Details: This Presolicitation Notice Has Been Updated To Change The Response Date From 7 February 2025 To 21 February 2025. No Response Is Required. Please Continue To Watch This Presolicitation Notice For Further Updates. the U.s. Army Corps Of Engineers (usace) Walla Walla District Intends To Issue A Construction Solicitation For A Project Titled Little Wood River, Gooding, Idaho. The Work Is Located In Gooding, Idaho. This Will Be A Firm-fixed-price, Design Build Construction Contract. The Magnitude Of Construction Is Between $25,000,000 And $100,000,000. 100% Performance And Payment Bonds Will Be Required. The Government Expects To Award One Contract In October 2025. The North American Industry Classification System (naics) Code For This Project Is 237990 Other Heavy And Civil Engineering Construction And The Associated Small Business Size Standard Is $45 Million. This Solicitation Is Not Set Aside For Small Business, I.e. Unrestricted And Open To Both Small And Large Businesses the Solicitation Will Follow The Two-phase Design-build Selection Procedures As Outlined In Far Subpart 36.3. A Site Visit Will Be Offered During Phase Ii Of The Two-phase Selection Process. Only One Site Visit Is Expected To Be Offered. the Solicitation Is Expected To Be Made Available For Download On The Sam.gov Contract Opportunities Website In January 2025. Offerors Are Responsible For Checking The Referenced Page For Any Updates To The Notice. The Government Is Not Responsible For Any Loss Of Internet Connectivity Or For An Offeror's Inability To Access The Documents Posted At The Referenced Website. Proposals Will Be Due Approximately 30 Days After The Solicitation Is Posted. The Exact Proposal Due Date Will Be Indicated In The Solicitation. system For Award Management (sam): Offerors Must Register In The Sam At Https://sam.gov/content/home Prior To Receiving An Award. point Of Contact For This Procurement Is Preston Jones, Contract Specialist At Preston.e.jones@usace.army.mil all On-site Work Shall Be Performed In Accordance With The Corps Of Engineers Safety And Health Requirements Manual (em 385-1-1). the Contractor Will Be Responsible For Establishing And Managing An Effective On-site Safety And Health Program In Accordance With Em 385-1-1 That Will Require The Development And Submission Of A Comprehensive Project Specific Accident Prevention Plan For Government Acceptance. In Addition, The Contractor Will Be Required To Develop And Submit For Government Acceptance Activity Hazard Analyses For Each Phase Of Work And A Project Specific Fall Protection Plan That Comply With Em 385-1-1. use The Government-furnished Resident Management System (rms) – Contractor Mode To Record, Maintain, And Submit Various Information Throughout The Contract Period. Rms Is A Windows-based Program Capable Of Operating On A Stand-alone Personal Computer Or On A Network. The Government Will Make The Qcs Software Available To The Contractor At Time Of Notice To Proceed. the Project Will Involve The Development And Management Of Contractor Furnished Submittals For Items Such As Pre-construction Plans, Product Data, Test Reports, And Contract Close-out Documentation As Required By The Technical Specifications Of The Contract. summary Scope Of Work design: a 30% Conceptual Design Package Which Conveys The Government’s Design Intent Will Be Provided With The Phase Ii Solicitation. The Design Package Will Include Plans, Specifications, A Geotechnical Exploration Report, And A Recent Site Survey. The Contractor Will Be Responsible For Continuing This Design Package To Completion. Contractor-generated Cad Drawings Must Be In Bentley Dgn Format. construction: proposed Construction Features Are Divided Into Two Primary Categories: (1) Wall Repair/replacement And (2) Vehicle And Pedestrian Bridge Replacement. The Project Is A Lava Rock Wall Channel; The Channel Dimensions Are Approximately 24 Feet Wide, 8 Feet Deep, And 0.9 Miles Long. wall Repair/replacement Work May Include: Mortar Repointing, Concrete Walls, Concrete Blocks, Geotextiles, Drainage Culverts, Irrigation Systems, Fencing, Waterstop Installation, Road Reconstruction, Pavements, And Pavement Striping. bridge Replacement Work May Include: Demolition Of Roadway Culverts, Demolition Of Pedestrian Bridges, Traffic Control, Installation Of New Roadway Bridges, Installation Of New Pedestrian Bridges, And Road Reconstruction. The Bridges Will Include Reinforced Concrete Decks, Railings, Abutments, And Wingwalls.

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.