The file's text, extracted by GovTribe without its formatting.
Invitation For Bid Number: HSCG88-10-B-PQQ017
To access pages 1 & 2 of Standard Form (SF) 1442, double-click on the above icon.
After obtaining the SF 1442, close the document and continue scrolling down from this point to obtain the remainder of the Invitation For Bid (IFB).
YOU MUST RETURN THE FOLLOWING. FAILURE TO DO SO MAY DEEM YOUR BID NON-RESPONSIVE
A. ONE (1) COMPLETE COPY OF THE STANDARD FORM 1442 (SOLICITATION OFFER AND AWARD) AND ALL AMENDMENTS
B. SECTION B (SCHEDULE OF PRICES)
C. SECTION K (REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OF OFFEROR’S)
D. CONTRACTOR’S RESPONSIBILITY QUESTIONNAIRE.
E. BID BOND (STANDARD FORM 24) IN THE AMOUNT OF $10,000
PLEASE MAIL YOUR BID TO THE FOLLOWING ADDRESS:
CONTRACTING OFFICER
IFB HSCG88-11-B-PQQ017
USCG Civil Engineering Unit 2000 Embarcadero, Suite 200 Oakland, CA 94606-5337
Please do not call to inquire about the status of your bid as this information will not be released.
NOTICE FOR FILING AGENCY PROTESTS
It is the policy of the Coast Guard to issue solicitations and make contract awards in a fair and timely manner. The Ombudsman Program for Agency Protests (OPAP) was established to investigate agency protest issues and resolve them without expensive and time-consuming litigation. OPAP is an independent reviewing authority that is empowered to grant a prevailing protester essentially the same relief as the General Accounting Office (GAO).
Interested parties are encouraged to seek resolution of their concerns within the Coast Guard as an Alternative Dispute Resolution (ADR) forum, rather than filing a protest with the GAO or some external forum. Interested parties may seek resolution of their concerns informally or opt to file a formal agency protest with the contracting officer or Ombudsman.
Informal forum with the Ombudsman. Interested parties who believe that a Coast Guard procurement is unfair or otherwise defective should first direct their concerns to the cognizant contracting officer. If the contracting officer is unable to satisfy the concerns, the interested party is encouraged to contact the Coast Guard Ombudsman for Agency Protests. Under this informal process, the agency is not required to suspend contract award performance. Use of an informal forum does not suspend any time requirement for filing a protest with the agency or other forum. In order to ensure a timely response, interested parties should provide the following information to the Ombudsman: solicitation/contract number, contracting office, contracting officer, and solicitation closing date (if applicable).
Formal Agency Protest with the Ombudsman. Prior to submitting a formal agency protest, protesters must first use their best efforts to resolve their concerns with the contracting officer through open and frank discussions. If the protester’s concerns are unresolved, an independent review is available by the Ombudsman. The protester may file a formal agency protest to either the contracting officer or as an alternative to that, the Ombudsman under the OPAP program. Contract award or performance will be suspended during the protest period unless contract award or performance is justified, in writing, for urgent and compelling reasons or is determined in writing to be in the best interest of the Government. The agency’s goal is to resolve protests in less than 35 calendar days from the date of filing. Protests shall include the information set forth at FAR 33.103(d)(2). If the protester fails to submit the required information, resolution of the protest may be delayed or the protest may be dismissed. This will not preclude re-filing of the protest to meet the requirement. To be timely, protests must be filed within the period specified in FAR 33.103(e). Formal protests filed under the OPAP program should be forwarded to the address below:
Commandant (CG-9131) 2100 2nd Street, SW, Room 2606 Washington, D.C. 20593 Telephone (202) 372-3692 Fax: (202) 372-3949
SECTION B
SCHEDULE OF PRICES
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 100000 |
| Base Year: Provide all labor, materials, equipment, transportation, and supervision for the Term Pile contract in the San Francisco Bay and Surrounding Waters for the US Coast Guard in accordance with specifications and drawings for the |
Base Period from DATE OF AWARD to November 30, 2011
| 110000 |
| IMPROPER CHARACTERISTIC TASK ORDER |
| 111000 |
| MOBILIZATION / DEMOBILIZATION |
| 111001 |
| Mobilize for Improper Characteristic Task Order in Area No. 1. 1 per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 111002 |
| Demobilize for Improper Characteristic Task Order in Area No. 1. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 111003 |
| Mobilize for Improper Characteristic Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 111004 |
| Demobilize for Improper Characteristic Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 111005 |
| Mobilize for Improper Characteristic Task Order in Area No. 3. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 111006 |
| Demobilize for Improper Characteristic Task Order in Area No. 3. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 111007 |
| Mobilize and Demobilize from one site in Area No. 1 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| 111008 |
| Mobilize and Demobilize from one site in Area No. 2 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| 111009 |
| Mobilize and Demobilize from one site in Area No. 3 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| 112000 |
| REMOVALS – IN WATER CONSTRUCTION |
| 112001 |
| Remove damaged single (1) steel pipe pile structure including platform assembly, ladder extensions. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 01 and ATON STD 02. |
| 8 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 112002 |
| Remove damaged three (3) steel pipe pile structure including platform assembly, ladder extensions. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 03 and ATON STD 04. |
| 3 |
| EACH |
| $ |
| $ |
| 112003 |
| Remove damaged four (4) steel pipe pile structure including pile platform assembly, ladder extensions and sectional lower assembly. Remove return and all ATON hardware, pile platform, ladders and sectional tower parts if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 06 and ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 112004 |
| Remove damaged wood pile channel marking structure consisting of one (1) or multiple driven pile members, including platform assembly, ladders and bindings. Remove and return all ATON hardware and metal platform, if used and reusable. Contractor shall dispose of all other materials. |
| 8 |
| EACH |
| $ |
| $ |
| 112005 |
| Remove damaged wood pile range structure consisting of multiple driven pile members, including platform assembly, ladders and bindings. Remove and return all ATON hardware. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 112006 |
| Remove damaged wood pile range structure consisting of multiple driven pile members a platform assembly, sectional steel tower, ladders and bindings. Remove and return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 112007 |
| Remove pedestal assembly from either a break wall or submerged obstruction, consisting of a steel pipe and platform. Remove and return all ATON hardware. Contractor shall dispose of all other materials. |
| 4 |
| EACH |
| $ |
| $ |
| 112008 |
| Remove and dispose of one NON ATON piling using vibratory method |
| 1 |
| EACH |
| $ |
| $ |
| 113000 |
| Removals - Shore Construction |
| 113001 |
| Remove damaged wood pile structure consisting of driven pile members a platform assembly, sectional steel tower, ladders and bindings. Remove and return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. |
| 4 |
| EACH |
| $ |
| $ |
| 113002 |
| Remove sectional tower assembly and disassemble. Return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. See drawings ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 113003 |
| Remove concrete foundation up to 6 Cubic Yards. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 113004 |
| Remove an additional 1 Cubic Yard of concrete foundation. Contractor shall dispose of all other materials. |
| 2 |
| CUBIC YARD |
| $ |
| $ |
| 114100 |
| IN WATER CONSTRUCTION - INSTALLATIONS |
| 114101 |
| Install single-pile steel beacon structure including single steel pile, install platform, platform ladder, and up to 3 day boards in accordance with drawing ATON STD 01, ATON STD 09, ATON STD 10 and ATON STD 13. Remove and return temporary buoy. |
| 8 |
| EACH |
| $ |
| $ |
| 114102 |
| Install single-pile steel range structure including single steel pile, install platform, platform ladder, range board frame, range board frame support bracket, and range board. In accordance with drawing ATON STD 02, ATON STD 10 and ATON STD 12. Remove and return temporary buoy. |
| 2 |
| EACH |
| $ |
| $ |
| 114103 |
| Install three-pile steel beacon structure including three steel piles, king pile, install platform, install platform ladder, and install up to 3 day boards. In accordance with drawing ATON STD 03, ATON STD 09, ATON STD 10 and ATON STD 13. Remove and return temporary buoy. |
| 8 |
| EACH |
| $ |
| $ |
| 114104 |
| Install three-pile steel range structure, including: three steel piles, king pile, install platform, platform ladder, range board frame, range board frame support brackets, and range board. In accordance with drawing ATON STD 04, ATON STD 10 and ATON STD 12. Remove and return temporary buoy. |
| 4 |
| EACH |
| $ |
| $ |
| 114105 |
| Install four-pile steel structure including four steel piles, install platform, platform ladder/safety rail, and fiberglass grating, may include installing up to 3 day boards. In accordance with drawing ATON STD 06. Remove and return temporary buoy. |
| 4 |
| EACH |
| $ |
| $ |
| 114106 |
| Assemble and install on a four-pile steel structure a sectional tower either a 5 feet, 10 feet or 15 feet tall including top platform with fiberglass grating. In accordance with drawing ATON STD 06 and ATON STD 08. |
| 4 |
| EACH |
| $ |
| $ |
| 114107 |
| Assemble and install on a four-pile steel structure an additional 5 foot, 10 foot or 15 foot sectional tower in accordance with drawing ATON STD 06 and ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 114108 |
| Install a concrete pedestal foundation on a break wall. Using up to 5 Cubic Yards of concrete in accordance with drawing ATON STD 05. |
| 1 |
| EACH |
| $ |
| $ |
| 114109 |
| Install an additional 1 cubic Yard of concrete for a pedestal foundation on a break wall in accordance with drawing ATON STD 05. |
| 1 |
| CUBIC YARD |
| $ |
| $ |
| 114110 |
| Install a submerged obstruction concrete foundation. Includes one 6 foot section of concrete pipe, drilling, anchoring, grouting, rebar and concrete fill. In accordance with drawing ATON STD 05 . |
| 1 |
| EACH |
| $ |
| $ |
| 114111 |
| Install an additional 1 foot of submerged obstruction concrete foundation. Includes concrete pipe, rebar and concrete fill. In accordance with drawing ATON STD 05. |
| 1 |
| EACH |
| $ |
| $ |
| 114112 |
| Install a pedestal beacon structure on a new or existing concrete breakwater foundation. Includes installing pedestal, platform, one ladder extension and brackets, drilling and anchoring (if required), leveling and grouting, and installing up to 3 day boards. In accordance with drawing ATON STD 05, ATON STD 09, ATON STD 10 and ATON STD 13. |
| 2 |
| EACH |
| $ |
| $ |
| 114113 |
| Install a pedestal range structure on a new or existing concrete breakwater foundation or submerged obstruction foundation. Includes installing pedestal, platform, one ladder extension and brackets, drilling and anchoring (if required), leveling and grouting, and installing range board frame support bracket, and range board. In accordance with drawing ATON STD 05, ATON STD 10 and ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 114114 |
| Install on any type of steel pile structure, one each, 7 foot ladder extension including bolting ladder extension brackets to ladder and attaching ladder extension assembly to the structure with “U” bolts. In accordance with drawings ATON STD 01, ATON STD 02,ATON STD 03, ATON STD 04, ATON STD 05, ATON STD 06, ATON STD 09, ATON STD 10 and ATON STD 11. |
| 16 |
| EACH |
| $ |
| $ |
| 114115 |
| Install one (1) NON ATON steel pile using the vibratory method |
| 1 |
| EACH |
| $ |
| $ |
| 114200 |
| SHORE CONSTRUCTION - INSTALLATION |
| 114201 |
| Install four “H” piles to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 1 |
| EACH |
| $ |
| $ |
| 114202 |
| Install a concrete foundation to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 3 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 114203 |
| Install a concrete foundation as a pile cap to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 3 |
| EACH |
| $ |
| $ |
| 114204 |
| Install a concrete pedestal foundation on a land location. As per drawing ATON STD 05. |
| 3 |
| EACH |
| $ |
| $ |
| 114205 |
| Install on any type of steel pile structure, one each, 7 foot ladder extension including bolting ladder extension brackets to ladder and attaching ladder extension assembly to the structure with “U” bolts. In accordance with drawings ATON STD 01, ATON STD 02, ATON STD 03, ATON STD 04, ATON STD 05 ATON STD 06, ATON STD 09, ATON STD 10 and ATON STD 11. |
| 16 |
| EACH |
| $ |
| $ |
| 114206 |
| Provide and install a chain link fence around a shore structure 10 foot by 10 foot including gate, razor wire |
| 3 |
| EACH |
| $ |
| $ |
| 114207 |
| Provide and install an additional 4 linear feet of fence. |
| 10 |
| EACH |
| $ |
| $ |
| 120000 |
| EMERGENCY TASK ORDERS |
| 121000 |
| EMERGENCY MOBILIZATION / DEMOBILIZATION: |
| 121001 |
| Mobilize and Demobilize for EMERGENCY Task Order in Area No. 1. 1 per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 121002 |
| Mobilize and Demobilize for EMERGENCY Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 121003 |
| Mobilize and Demobilize or EMERGENCY Task Order in Area No. 3. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 122001 |
| Remove damaged single (1) steel pipe pile structure including platform assembly, ladder extensions under EMERGENCY Task Order. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 01 and ATON STD 02. |
| 1 |
| EACH |
| $ |
| $ |
| 122002 |
| Remove damaged three (3) steel pipe pile structure including platform assembly, ladder extensions under EMERGENCY Task Order. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 03 and ATON STD 04. |
| 1 |
| EACH |
| $ |
| $ |
| 122003 |
| Remove damaged four (4) steel pipe pile structure including pile platform assembly, ladder extensions and sectional lower assembly under EMERGENCY Task Order. Remove return and all ATON hardware, pile platform, ladders and sectional tower parts if reusable. Contractor shall dispose of all other materials. |
| 1 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 122004 |
| Remove damaged wood pile channel marking structure consisting of multiple pile members, platform assembly, ladders and bindings under EMERGENCY Task Order. Remove and return all ATON hardware and metal platform, if used and reusable. Contractor shall dispose of all other materials. |
| 1 |
| EACH |
| $ |
| $ |
| 122005 |
| Remove damaged wood pile range structure consisting of multiple driven pile members a platform assembly, sectional steel tower, ladders and bindings under EMERGENCY Task Order. Remove and return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. |
| 1 |
| EACH |
| $ |
| $ |
| 130001 |
| A. Transit from one in water work location to another in water work location on the same Task Order per nautical mile (NM). |
| 600 |
| NM |
| $ |
| $ |
| 140001 |
| Replace a beacon structure platform either 5’x5’ or 7’x7’ on either a one (1) pile structure, a three (3) pile structure or a pedestal structure and install up to 3 day boards. In accordance with drawing ATON STD 01, ATON STD 03, ATON STD 05, ATON STD 11, ATON STD 12, ATON STD 13 and ATON STD 14. |
| 1 |
| EACH |
| $ |
| $ |
| 140002 |
| Replace a range structure platform either 5’x5’ or 7’x7’ on either a one (1) pile structure, a three (3) pile structure or a pedestal structure. Including new range board frame and new range board. In accordance with drawing ATON STD 02, ATON STD 04, ATON STD 05, ATON STD 11, ATON STD 12 and ATON STD 14. |
| 1 |
| EACH |
| $ |
| $ |
| 140003 |
| Replace one damaged ladder including ladder brackets on either a one (1) pile structure, a three (3) steel pile structure a pedestal structure or a four (4) pile structure, In accordance with drawing ATON STD 01, ATON STD 02, ATON STD 03, ATON STD 04, ATON STD 05, ATON STD 06, and ATON STD 11. |
| 1 |
| EACH |
| $ |
| $ |
| 150001 |
| Provide 40 foot length of 18 inch diameter 3/8 inch wall strait seam steel pipe, priced per linear foot (LF). |
| 640 |
| LINEAR FEET |
| $ |
| $ |
| 150002 |
| Perform one (1) weld to join two (2) pieces of 18” diameter pile pipe together. |
| 16 |
| EACH |
| $ |
| $ |
| 150003 |
| Provide one fabricated pedestal base. To include all flat steel and welding. In accordance with drawing ATON STD 05. NOTE: Steel pipe will be cost out using line item “050001”. |
| 3 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 150004 |
| Provide galvanizing of one pedestal base including base plate and 10 feet of pipe. In accordance with drawing ATON STD 05. |
| 3 |
| EACH |
| $ |
| $ |
| 150005 |
| Provide galvanizing of 10 feet of pipe. In accordance with drawings ATON STD 01. ATON STD 02, ATON STD 03, ATON STD 04, ATON STD 05 and ATON STD 06. Priced per 10 linear feet |
| 100 |
| PER 10 LINEAR FEET |
| $ |
| $ |
| 150006 |
| Provide one fabricated 5’’x5’ platform in accordance with drawing ATON STD 09. |
| 5 |
| EACH |
| $ |
| $ |
| 150007 |
| Provide one fabricated 7’x7’ platform in accordance with drawing ATON STD 10. |
| 3 |
| EACH |
| $ |
| $ |
| 150008 |
| Provide one fabricated 7 foot ladder extension in accordance with drawing ATON STD 11. |
| 16 |
| EACH |
| $ |
| $ |
| 150009 |
| Provide 1 set, consisting of 2 each brackets, fabricated ladder extension brackets; of either LEB 5x5-1, LEB 5x5-3, LEB 7x7-1, LEB 7x7-3 or LEB 10x10-1. Includes bracket, hoop and fasteners. In accordance with drawing ATON STD 11. |
| 16 |
| SET |
| $ |
| $ |
| 150010 |
| Provide a fabricated 10 foot square 4 pile platform. In accordance with drawing ATON STD 06. |
| 2 |
| EACH |
| $ |
| $ |
| 150011 |
| Provide a fabricated unassembled 5 foot section of sectional tower. Includes tower members, platform assembly, and 4 each tower base column connectors and all fasteners. In accordance with drawing ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 150012 |
| Provide a fabricated unassembled 10 foot section of sectional tower. Includes tower members, platform assembly, and 4 each tower base column connectors and all fasteners. In accordance with drawing ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 150013 |
| Provide a fabricated unassembled 15 foot section of sectional tower. Includes tower members, platform assembly, and 4 each tower base column connectors and all fasteners. In accordance with drawing ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 150014 |
| Provide a fabricated unassembled 5 foot section of sectional tower, includes 4 each splice plates and all fasteners. (Does not include platform assy. or tower base column connectors) In accordance with drawing ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 150015 |
| Provide a fabricated unassembled 10 foot section of sectional tower, includes 4 each splice plates and all fasteners. (Does not include platform assy. or tower base column connectors) In accordance with drawing ATON STD 10. |
| 3 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 150016 |
| Provide a fabricated unassembled 15 foot section of sectional tower, includes 4 each splice plates and all fasteners. (Does not include platform assy. or tower base column connectors) In accordance with drawing ATON STD 10. |
| 3 |
| EACH |
| $ |
| $ |
| 150017 |
| Provide a fabricated set of 4 each Tower Base Column Connector Bracket, including all fasteners. As per drawing ATON STD 08. |
| 3 |
| SET |
| $ |
| $ |
| 150018 |
| Provide a fabricated set of 4 each splice brackets, including all fasteners. As per drawing ATON STD 08. |
| 3 |
| SET |
| $ |
| $ |
| 150019 |
| Provide a fabricated 8KRW (8’x16’) Range Board Frame, including all fasteners. In accordance with drawing ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 150020 |
| Provide a fabricated 6KRW (6’x12’) Range Board Frame, including all fasteners. In accordance with drawing ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 150021 |
| Provide a fabricated 4KRW (4’x8’) Range Board Frame, including all fasteners. In accordance with drawing ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 150022 |
| Provide a fabricated 3KRW (3’x6’) Range Board Frame, including all fasteners. In accordance with drawing ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 150023 |
| Provide a manufactured cable type Safety Climb Device. In accordance with drawing ATON STD 14. |
| 10 |
| EACH |
| $ |
| $ |
| 160000 |
| RETURN OF GOVERNMENT MATERIALS |
| 160001 |
| At the completion of a Task Order return all government materials; ATON equipment, batteries (must be double bagged in plastic), usable platforms, ladders and brackets, and temp buoys to the ANT responsible for the structures built under this Task order. |
| 1 |
| EACH |
| $ |
| $ |
| 170000 |
| AS-BUILT PHOTOGRAPHS |
| 170001 |
| Take photographs of new structure from 3 positions 90 degrees apart of completed new construction. Provide 3 CD’s of photographs. (Photos of one structure on 3 each CD’s will be used for evaluation purposes only.) NOTE: All photos taken under one Task Order may be combined on one CD.) |
| 16 |
| EACH |
| $ |
| $ |
| 180001 |
| Diving services to search a 75 yard radius of last known position of old structure, attending retrieval process for found structure and cut of any metal pile extending above the mud line. |
| 5 |
| EACH |
| $ |
| $ |
| 180002 |
| Diving services to investigate underwater condition of underwater portion of structure. Provide written report of dive findings. |
| 5 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 190001 |
| Perform a geodetic survey as per the requirements of POSITIONING METHOD “B”. |
| 1 |
| EACH |
| $ |
| $ |
| 190002 |
| Perform a geodetic survey as per the requirements of POSITIONING METHOD “C”. |
| 1 |
| EACH |
| $ |
| $ |
| 190003 |
| Perform a geodetic survey as per the requirements of POSITIONING METHOD “D”. |
| 5 |
| EACH |
| $ |
| $ |
BASE YEAR - TOTAL EVALUATED PRICE (Line Items 100000 through 190003)
| 200000 |
| First Option Year: Provide all labor, materials, equipment, transportation, and supervision for the Term Pile contract in the San Francisco Bay and Surrounding Waters for the US Coast Guard for the First Option Period from 1 December 2011 to 30 November 2012 |
| 210000 |
| IMPROPER CHARACTERISTIC TASK ORDER |
| 211000 |
| MOBILIZATION / DEMOBILIZATION |
| 211001 |
| Mobilize for Improper Characteristic Task Order in Area No. 1. 1 per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 211002 |
| Demobilize for Improper Characteristic Task Order in Area No. 1. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 211003 |
| Mobilize for Improper Characteristic Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 211004 |
| Demobilize for Improper Characteristic Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 211005 |
| Mobilize for Improper Characteristic Task Order in Area No. 3. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 211006 |
| Demobilize for Improper Characteristic Task Order in Area No. 3. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 211007 |
| Mobilize and Demobilize from one site in Area No. 1 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| 211008 |
| Mobilize and Demobilize from one site in Area No. 2 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| 211009 |
| Mobilize and Demobilize from one site in Area No. 3 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 212000 |
| REMOVALS – IN WATER CONSTRUCTION |
| 212001 |
| Remove damaged single (1) steel pipe pile structure including platform assembly, ladder extensions. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 01 and ATON STD 02. |
| 8 |
| EACH |
| $ |
| $ |
| 212002 |
| Remove damaged three (3) steel pipe pile structure including platform assembly, ladder extensions. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 03 and ATON STD 04. |
| 3 |
| EACH |
| $ |
| $ |
| 212003 |
| Remove damaged four (4) steel pipe pile structure including pile platform assembly, ladder extensions and sectional lower assembly. Remove return and all ATON hardware, pile platform, ladders and sectional tower parts if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 06 and ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 212004 |
| Remove damaged wood pile channel marking structure consisting of one (1) or multiple driven pile members, including platform assembly, ladders and bindings. Remove and return all ATON hardware and metal platform, if used and reusable. Contractor shall dispose of all other materials. |
| 8 |
| EACH |
| $ |
| $ |
| 212005 |
| Remove damaged wood pile range structure consisting of multiple driven pile members, including platform assembly, ladders and bindings. Remove and return all ATON hardware. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 212006 |
| Remove damaged wood pile range structure consisting of multiple driven pile members a platform assembly, sectional steel tower, ladders and bindings. Remove and return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 212007 |
| Remove pedestal assembly from either a break wall or submerged obstruction, consisting of a steel pipe and platform. Remove and return all ATON hardware. Contractor shall dispose of all other materials. |
| 4 |
| EACH |
| $ |
| $ |
| 212008 |
| Remove and dispose of one NON ATON piling using vibratory method |
| 1 |
| EACH |
| $ |
| $ |
| 213000 |
| Removals - Shore Construction |
| 213001 |
| Remove damaged wood pile structure consisting of driven pile members a platform assembly, sectional steel tower, ladders and bindings. Remove and return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. |
| 4 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 213002 |
| Remove sectional tower assembly and disassemble. Return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. See drawings ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 213003 |
| Remove concrete foundation up to 6 Cubic Yards. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 213004 |
| Remove an additional 1 Cubic Yard of concrete foundation. Contractor shall dispose of all other materials. |
| 2 |
| CUBIC YARD |
| $ |
| $ |
| 214100 |
| IN WATER CONSTRUCTION - INSTALLATIONS |
| 214101 |
| Install single-pile steel beacon structure including single steel pile, install platform, platform ladder, and up to 3 day boards in accordance with drawing ATON STD 01, ATON STD 09, ATON STD 10 and ATON STD 13. Remove and return temporary buoy. |
| 8 |
| EACH |
| $ |
| $ |
| 214102 |
| Install single-pile steel range structure including single steel pile, install platform, platform ladder, range board frame, range board frame support bracket, and range board. In accordance with drawing ATON STD 02, ATON STD 10 and ATON STD 12. Remove and return temporary buoy. |
| 2 |
| EACH |
| $ |
| $ |
| 214103 |
| Install three-pile steel beacon structure including three steel piles, king pile, install platform, install platform ladder, and install up to 3 day boards. In accordance with drawing ATON STD 03, ATON STD 09, ATON STD 10 and ATON STD 13. Remove and return temporary buoy. |
| 8 |
| EACH |
| $ |
| $ |
| 214104 |
| Install three-pile steel range structure, including: three steel piles, king pile, install platform, platform ladder, range board frame, range board frame support brackets, and range board. In accordance with drawing ATON STD 04, ATON STD 10 and ATON STD 12. Remove and return temporary buoy. |
| 4 |
| EACH |
| $ |
| $ |
| 214105 |
| Install four-pile steel structure including four steel piles, install platform, platform ladder/safety rail, and fiberglass grating, may include installing up to 3 day boards. In accordance with drawing ATON STD 06. Remove and return temporary buoy. |
| 4 |
| EACH |
| $ |
| $ |
| 214106 |
| Assemble and install on a four-pile steel structure a sectional tower either a 5 feet, 10 feet or 15 feet tall including top platform with fiberglass grating. In accordance with drawing ATON STD 06 and ATON STD 08. |
| 4 |
| EACH |
| $ |
| $ |
| 214107 |
| Assemble and install on a four-pile steel structure an additional 5 foot, 10 foot or 15 foot sectional tower in accordance with drawing ATON STD 06 and ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 214108 |
| Install a concrete pedestal foundation on a break wall. Using up to 5 Cubic Yards of concrete in accordance with drawing ATON STD 05. |
| 1 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 214109 |
| Install an additional 1 cubic Yard of concrete for a pedestal foundation on a break wall in accordance with drawing ATON STD 05. |
| 1 |
| CUBIC YARD |
| $ |
| $ |
| 214110 |
| Install a submerged obstruction concrete foundation. Includes one 6 foot section of concrete pipe, drilling, anchoring, grouting, rebar and concrete fill. In accordance with drawing ATON STD 05 . |
| 1 |
| EACH |
| $ |
| $ |
| 214111 |
| Install an additional 1 foot of submerged obstruction concrete foundation. Includes concrete pipe, rebar and concrete fill. In accordance with drawing ATON STD 05. |
| 1 |
| EACH |
| $ |
| $ |
| 214112 |
| Install a pedestal beacon structure on a new or existing concrete breakwater foundation. Includes installing pedestal, platform, one ladder extension and brackets, drilling and anchoring (if required), leveling and grouting, and installing up to 3 day boards. In accordance with drawing ATON STD 05, ATON STD 09, ATON STD 10 and ATON STD 13. |
| 2 |
| EACH |
| $ |
| $ |
| 214113 |
| Install a pedestal range structure on a new or existing concrete breakwater foundation or submerged obstruction foundation. Includes installing pedestal, platform, one ladder extension and brackets, drilling and anchoring (if required), leveling and grouting, and installing range board frame support bracket, and range board. In accordance with drawing ATON STD 05, ATON STD 10 and ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 214114 |
| Install on any type of steel pile structure, one each, 7 foot ladder extension including bolting ladder extension brackets to ladder and attaching ladder extension assembly to the structure with “U” bolts. In accordance with drawings ATON STD 01, ATON STD 02,ATON STD 03, ATON STD 04, ATON STD 05, ATON STD 06, ATON STD 09, ATON STD 10 and ATON STD 11. |
| 16 |
| EACH |
| $ |
| $ |
| 214115 |
| Install one (1) NON ATON steel pile using the vibratory method |
| 1 |
| EACH |
| $ |
| $ |
| 214200 |
| SHORE CONSTRUCTION - INSTALLATION |
| 214201 |
| Install four “H” piles to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 1 |
| EACH |
| $ |
| $ |
| 214202 |
| Install a concrete foundation to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 3 |
| EACH |
| $ |
| $ |
| 214203 |
| Install a concrete foundation as a pile cap to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 3 |
| EACH |
| $ |
| $ |
| 214204 |
| Install a concrete pedestal foundation on a land location. As per drawing ATON STD 05. |
| 3 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 214205 |
| Install on any type of steel pile structure, one each, 7 foot ladder extension including bolting ladder extension brackets to ladder and attaching ladder extension assembly to the structure with “U” bolts. In accordance with drawings ATON STD 01, ATON STD 02, ATON STD 03, ATON STD 04, ATON STD 05 ATON STD 06, ATON STD 09, ATON STD 10 and ATON STD 11. |
| 16 |
| EACH |
| $ |
| $ |
| 214206 |
| Provide and install a chain link fence around a shore structure 10 foot by 10 foot including gate, razor wire |
| 3 |
| EACH |
| $ |
| $ |
| 214207 |
| Provide and install an additional 4 linear feet of fence. |
| 10 |
| EACH |
| $ |
| $ |
| 220000 |
| EMERGENCY TASK ORDERS |
| 221000 |
| EMERGENCY MOBILIZATION / DEMOBILIZATION: |
| 221001 |
| Mobilize and Demobilize for EMERGENCY Task Order in Area No. 1. 1 per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 221002 |
| Mobilize and Demobilize for EMERGENCY Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 221003 |
| Mobilize and Demobilize or EMERGENCY Task Order in Area No. 3. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 222001 |
| Remove damaged single (1) steel pipe pile structure including platform assembly, ladder extensions under EMERGENCY Task Order. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 01 and ATON STD 02. |
| 1 |
| EACH |
| $ |
| $ |
| 222002 |
| Remove damaged three (3) steel pipe pile structure including platform assembly, ladder extensions under EMERGENCY Task Order. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 03 and ATON STD 04. |
| 1 |
| EACH |
| $ |
| $ |
| 222003 |
| Remove damaged four (4) steel pipe pile structure including pile platform assembly, ladder extensions and sectional lower assembly under EMERGENCY Task Order. Remove return and all ATON hardware, pile platform, ladders and sectional tower parts if reusable. Contractor shall dispose of all other materials. |
| 1 |
| EACH |
| $ |
| $ |
| 222004 |
| Remove damaged wood pile channel marking structure consisting of multiple pile members, platform assembly, ladders and bindings under EMERGENCY Task Order. Remove and return all ATON hardware and metal platform, if used and reusable. Contractor shall dispose of all other materials. |
| 1 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 222005 |
| Remove damaged wood pile range structure consisting of multiple driven pile members a platform assembly, sectional steel tower, ladders and bindings under EMERGENCY Task Order. Remove and return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. |
| 1 |
| EACH |
| $ |
| $ |
| 230001 |
| A. Transit from one in water work location to another in water work location on the same Task Order per nautical mile (NM). |
| 600 |
| NM |
| $ |
| $ |
| 240001 |
| Replace a beacon structure platform either 5’x5’ or 7’x7’ on either a one (1) pile structure, a three (3) pile structure or a pedestal structure and install up to 3 day boards. In accordance with drawing ATON STD 01, ATON STD 03, ATON STD 05, ATON STD 11, ATON STD 12, ATON STD 13 and ATON STD 14. |
| 1 |
| EACH |
| $ |
| $ |
| 240002 |
| Replace a range structure platform either 5’x5’ or 7’x7’ on either a one (1) pile structure, a three (3) pile structure or a pedestal structure. Including new range board frame and new range board. In accordance with drawing ATON STD 02, ATON STD 04, ATON STD 05, ATON STD 11, ATON STD 12 and ATON STD 14. |
| 1 |
| EACH |
| $ |
| $ |
| 240003 |
| Replace one damaged ladder including ladder brackets on either a one (1) pile structure, a three (3) steel pile structure a pedestal structure or a four (4) pile structure, In accordance with drawing ATON STD 01, ATON STD 02, ATON STD 03, ATON STD 04, ATON STD 05, ATON STD 06, and ATON STD 11. |
| 1 |
| EACH |
| $ |
| $ |
| 250001 |
| Provide 40 foot length of 18 inch diameter 3/8 inch wall strait seam steel pipe, priced per linear foot (LF). |
| 640 |
| LINEAR FEET |
| $ |
| $ |
| 250002 |
| Perform one (1) weld to join two (2) pieces of 18” diameter pile pipe together. |
| 16 |
| EACH |
| $ |
| $ |
| 250003 |
| Provide one fabricated pedestal base. To include all flat steel and welding. In accordance with drawing ATON STD 05. NOTE: Steel pipe will be cost out using line item “050001”. |
| 3 |
| EACH |
| $ |
| $ |
| 250004 |
| Provide galvanizing of one pedestal base including base plate and 10 feet of pipe. In accordance with drawing ATON STD 05. |
| 3 |
| EACH |
| $ |
| $ |
| 250005 |
| Provide galvanizing of 10 feet of pipe. In accordance with drawings ATON STD 01. ATON STD 02, ATON STD 03, ATON STD 04, ATON STD 05 and ATON STD 06. Priced per 10 linear feet |
| 100 |
| PER 10 LINEAR FEET |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 250006 |
| Provide one fabricated 5’’x5’ platform in accordance with drawing ATON STD 09. |
| 5 |
| EACH |
| $ |
| $ |
| 250007 |
| Provide one fabricated 7’x7’ platform in accordance with drawing ATON STD 10. |
| 3 |
| EACH |
| $ |
| $ |
| 250008 |
| Provide one fabricated 7 foot ladder extension in accordance with drawing ATON STD 11. |
| 16 |
| EACH |
| $ |
| $ |
| 250009 |
| Provide 1 set, consisting of 2 each brackets, fabricated ladder extension brackets; of either LEB 5x5-1, LEB 5x5-3, LEB 7x7-1, LEB 7x7-3 or LEB 10x10-1. Includes bracket, hoop and fasteners. In accordance with drawing ATON STD 11. |
| 16 |
| SET |
| $ |
| $ |
| 250010 |
| Provide a fabricated 10 foot square 4 pile platform. In accordance with drawing ATON STD 06. |
| 2 |
| EACH |
| $ |
| $ |
| 250011 |
| Provide a fabricated unassembled 5 foot section of sectional tower. Includes tower members, platform assembly, and 4 each tower base column connectors and all fasteners. In accordance with drawing ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 250012 |
| Provide a fabricated unassembled 10 foot section of sectional tower. Includes tower members, platform assembly, and 4 each tower base column connectors and all fasteners. In accordance with drawing ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 250013 |
| Provide a fabricated unassembled 15 foot section of sectional tower. Includes tower members, platform assembly, and 4 each tower base column connectors and all fasteners. In accordance with drawing ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 250014 |
| Provide a fabricated unassembled 5 foot section of sectional tower, includes 4 each splice plates and all fasteners. (Does not include platform assy. or tower base column connectors) In accordance with drawing ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 250015 |
| Provide a fabricated unassembled 10 foot section of sectional tower, includes 4 each splice plates and all fasteners. (Does not include platform assy. or tower base column connectors) In accordance with drawing ATON STD 10. |
| 3 |
| EACH |
| $ |
| $ |
| 250016 |
| Provide a fabricated unassembled 15 foot section of sectional tower, includes 4 each splice plates and all fasteners. (Does not include platform assy. or tower base column connectors) In accordance with drawing ATON STD 10. |
| 3 |
| EACH |
| $ |
| $ |
| 250017 |
| Provide a fabricated set of 4 each Tower Base Column Connector Bracket, including all fasteners. As per drawing ATON STD 08. |
| 3 |
| SET |
| $ |
| $ |
| 250018 |
| Provide a fabricated set of 4 each splice brackets, including all fasteners. As per drawing ATON STD 08. |
| 3 |
| SET |
| $ |
| $ |
| 250019 |
| Provide a fabricated 8KRW (8’x16’) Range Board Frame, including all fasteners. In accordance with drawing ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 250020 |
| Provide a fabricated 6KRW (6’x12’) Range Board Frame, including all fasteners. In accordance with drawing ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 250021 |
| Provide a fabricated 4KRW (4’x8’) Range Board Frame, including all fasteners. In accordance with drawing ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 250022 |
| Provide a fabricated 3KRW (3’x6’) Range Board Frame, including all fasteners. In accordance with drawing ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| 250023 |
| Provide a manufactured cable type Safety Climb Device. In accordance with drawing ATON STD 14. |
| 10 |
| EACH |
| $ |
| $ |
| 260000 |
| RETURN OF GOVERNMENT MATERIALS |
| 260001 |
| At the completion of a Task Order return all government materials; ATON equipment, batteries (must be double bagged in plastic), usable platforms, ladders and brackets, and temp buoys to the ANT responsible for the structures built under this Task order. |
| 1 |
| EACH |
| $ |
| $ |
| 270000 |
| AS-BUILT PHOTOGRAPHS |
| 270001 |
| Take photographs of new structure from 3 positions 90 degrees apart of completed new construction. Provide 3 CD’s of photographs. (Photos of one structure on 3 each CD’s will be used for evaluation purposes only.) NOTE: All photos taken under one Task Order may be combined on one CD.) |
| 16 |
| EACH |
| $ |
| $ |
| 280001 |
| Diving services to search a 75 yard radius of last known position of old structure, attending retrieval process for found structure and cut of any metal pile extending above the mud line. |
| 5 |
| EACH |
| $ |
| $ |
| 280002 |
| Diving services to investigate underwater condition of underwater portion of structure. Provide written report of dive findings. |
| 5 |
| EACH |
| $ |
| $ |
| 290001 |
| Perform a geodetic survey as per the requirements of POSITIONING METHOD “B”. |
| 1 |
| EACH |
| $ |
| $ |
| 290002 |
| Perform a geodetic survey as per the requirements of POSITIONING METHOD “C”. |
| 1 |
| EACH |
| $ |
| $ |
| 290003 |
| Perform a geodetic survey as per the requirements of POSITIONING METHOD “D”. |
| 5 |
| EACH |
| $ |
| $ |
FIRST OPTION YEAR - TOTAL EVALUATED PRICE (Line Items 200000 through 290003)
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 300000 |
| Second Option Year: Provide all labor, materials, equipment, transportation, and supervision for the Term Pile contract in the San Francisco Bay and Surrounding Waters for the US Coast Guard for the Second Option Period from 1 December 2012 to 30 November 2013 |
| 310000 |
| IMPROPER CHARACTERISTIC TASK ORDER |
| 311000 |
| MOBILIZATION / DEMOBILIZATION |
| 311001 |
| Mobilize for Improper Characteristic Task Order in Area No. 1. 1 per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 311002 |
| Demobilize for Improper Characteristic Task Order in Area No. 1. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 311003 |
| Mobilize for Improper Characteristic Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 311004 |
| Demobilize for Improper Characteristic Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 311005 |
| Mobilize for Improper Characteristic Task Order in Area No. 3. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 311006 |
| Demobilize for Improper Characteristic Task Order in Area No. 3. 1 Per Task Order. |
| 2 |
| EACH |
| $ |
| $ |
| 311007 |
| Mobilize and Demobilize from one site in Area No. 1 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| 311008 |
| Mobilize and Demobilize from one site in Area No. 2 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| 311009 |
| Mobilize and Demobilize from one site in Area No. 3 for land construction of line items in sections 012500 Removals Shore Construction and 013500 Shore Construction |
| 1 |
| EACH |
| $ |
| $ |
| 312000 |
| REMOVALS – IN WATER CONSTRUCTION |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 312001 |
| Remove damaged single (1) steel pipe pile structure including platform assembly, ladder extensions. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 01 and ATON STD 02. |
| 8 |
| EACH |
| $ |
| $ |
| 312002 |
| Remove damaged three (3) steel pipe pile structure including platform assembly, ladder extensions. Remove and return all ATON hardware, platform, and ladders if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 03 and ATON STD 04. |
| 3 |
| EACH |
| $ |
| $ |
| 312003 |
| Remove damaged four (4) steel pipe pile structure including pile platform assembly, ladder extensions and sectional lower assembly. Remove return and all ATON hardware, pile platform, ladders and sectional tower parts if reusable. Contractor shall dispose of all other materials. See drawings ATON STD 06 and ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 312004 |
| Remove damaged wood pile channel marking structure consisting of one (1) or multiple driven pile members, including platform assembly, ladders and bindings. Remove and return all ATON hardware and metal platform, if used and reusable. Contractor shall dispose of all other materials. |
| 8 |
| EACH |
| $ |
| $ |
| 312005 |
| Remove damaged wood pile range structure consisting of multiple driven pile members, including platform assembly, ladders and bindings. Remove and return all ATON hardware. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 312006 |
| Remove damaged wood pile range structure consisting of multiple driven pile members a platform assembly, sectional steel tower, ladders and bindings. Remove and return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 312007 |
| Remove pedestal assembly from either a break wall or submerged obstruction, consisting of a steel pipe and platform. Remove and return all ATON hardware. Contractor shall dispose of all other materials. |
| 4 |
| EACH |
| $ |
| $ |
| 312008 |
| Remove and dispose of one NON ATON piling using vibratory method |
| 1 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 313000 |
| Removals - Shore Construction |
| 313001 |
| Remove damaged wood pile structure consisting of driven pile members a platform assembly, sectional steel tower, ladders and bindings. Remove and return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. |
| 4 |
| EACH |
| $ |
| $ |
| 313002 |
| Remove sectional tower assembly and disassemble. Return all ATON hardware and reusable sectional tower components. Contractor shall dispose of all other materials. See drawings ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 313003 |
| Remove concrete foundation up to 6 Cubic Yards. Contractor shall dispose of all other materials. |
| 2 |
| EACH |
| $ |
| $ |
| 313004 |
| Remove an additional 1 Cubic Yard of concrete foundation. Contractor shall dispose of all other materials. |
| 2 |
| CUBIC YARD |
| $ |
| $ |
| 314100 |
| IN WATER CONSTRUCTION - INSTALLATIONS |
| 314101 |
| Install single-pile steel beacon structure including single steel pile, install platform, platform ladder, and up to 3 day boards in accordance with drawing ATON STD 01, ATON STD 09, ATON STD 10 and ATON STD 13. Remove and return temporary buoy. |
| 8 |
| EACH |
| $ |
| $ |
| 314102 |
| Install single-pile steel range structure including single steel pile, install platform, platform ladder, range board frame, range board frame support bracket, and range board. In accordance with drawing ATON STD 02, ATON STD 10 and ATON STD 12. Remove and return temporary buoy. |
| 2 |
| EACH |
| $ |
| $ |
| 314103 |
| Install three-pile steel beacon structure including three steel piles, king pile, install platform, install platform ladder, and install up to 3 day boards. In accordance with drawing ATON STD 03, ATON STD 09, ATON STD 10 and ATON STD 13. Remove and return temporary buoy. |
| 8 |
| EACH |
| $ |
| $ |
| 314104 |
| Install three-pile steel range structure, including: three steel piles, king pile, install platform, platform ladder, range board frame, range board frame support brackets, and range board. In accordance with drawing ATON STD 04, ATON STD 10 and ATON STD 12. Remove and return temporary buoy. |
| 4 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 314105 |
| Install four-pile steel structure including four steel piles, install platform, platform ladder/safety rail, and fiberglass grating, may include installing up to 3 day boards. In accordance with drawing ATON STD 06. Remove and return temporary buoy. |
| 4 |
| EACH |
| $ |
| $ |
| 314106 |
| Assemble and install on a four-pile steel structure a sectional tower either a 5 feet, 10 feet or 15 feet tall including top platform with fiberglass grating. In accordance with drawing ATON STD 06 and ATON STD 08. |
| 4 |
| EACH |
| $ |
| $ |
| 314107 |
| Assemble and install on a four-pile steel structure an additional 5 foot, 10 foot or 15 foot sectional tower in accordance with drawing ATON STD 06 and ATON STD 08. |
| 3 |
| EACH |
| $ |
| $ |
| 314108 |
| Install a concrete pedestal foundation on a break wall. Using up to 5 Cubic Yards of concrete in accordance with drawing ATON STD 05. |
| 1 |
| EACH |
| $ |
| $ |
| 314109 |
| Install an additional 1 cubic Yard of concrete for a pedestal foundation on a break wall in accordance with drawing ATON STD 05. |
| 1 |
| CUBIC YARD |
| $ |
| $ |
| 314110 |
| Install a submerged obstruction concrete foundation. Includes one 6 foot section of concrete pipe, drilling, anchoring, grouting, rebar and concrete fill. In accordance with drawing ATON STD 05 . |
| 1 |
| EACH |
| $ |
| $ |
| 314111 |
| Install an additional 1 foot of submerged obstruction concrete foundation. Includes concrete pipe, rebar and concrete fill. In accordance with drawing ATON STD 05. |
| 1 |
| EACH |
| $ |
| $ |
| 314112 |
| Install a pedestal beacon structure on a new or existing concrete breakwater foundation. Includes installing pedestal, platform, one ladder extension and brackets, drilling and anchoring (if required), leveling and grouting, and installing up to 3 day boards. In accordance with drawing ATON STD 05, ATON STD 09, ATON STD 10 and ATON STD 13. |
| 2 |
| EACH |
| $ |
| $ |
| 314113 |
| Install a pedestal range structure on a new or existing concrete breakwater foundation or submerged obstruction foundation. Includes installing pedestal, platform, one ladder extension and brackets, drilling and anchoring (if required), leveling and grouting, and installing range board frame support bracket, and range board. In accordance with drawing ATON STD 05, ATON STD 10 and ATON STD 12. |
| 1 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
| 314114 |
| Install on any type of steel pile structure, one each, 7 foot ladder extension including bolting ladder extension brackets to ladder and attaching ladder extension assembly to the structure with “U” bolts. In accordance with drawings ATON STD 01, ATON STD 02,ATON STD 03, ATON STD 04, ATON STD 05, ATON STD 06, ATON STD 09, ATON STD 10 and ATON STD 11. |
| 16 |
| EACH |
| $ |
| $ |
| 314115 |
| Install one (1) NON ATON steel pile using the vibratory method |
| 1 |
| EACH |
| $ |
| $ |
| 314200 |
| SHORE CONSTRUCTION - INSTALLATION |
| 314201 |
| Install four “H” piles to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 1 |
| EACH |
| $ |
| $ |
| 314202 |
| Install a concrete foundation to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 3 |
| EACH |
| $ |
| $ |
| 314203 |
| Install a concrete foundation as a pile cap to receive a sectional tower assembly. In accordance with drawing ATON STD 07. |
| 3 |
| EACH |
| $ |
| $ |
| 314204 |
| Install a concrete pedestal foundation on a land location. As per drawing ATON STD 05. |
| 3 |
| EACH |
| $ |
| $ |
| 314205 |
| Install on any type of steel pile structure, one each, 7 foot ladder extension including bolting ladder extension brackets to ladder and attaching ladder extension assembly to the structure with “U” bolts. In accordance with drawings ATON STD 01, ATON STD 02, ATON STD 03, ATON STD 04, ATON STD 05 ATON STD 06, ATON STD 09, ATON STD 10 and ATON STD 11. |
| 16 |
| EACH |
| $ |
| $ |
| 314206 |
| Provide and install a chain link fence around a shore structure 10 foot by 10 foot including gate, razor wire |
| 3 |
| EACH |
| $ |
| $ |
| 314207 |
| Provide and install an additional 4 linear feet of fence. |
| 10 |
| EACH |
| $ |
| $ |
| 320000 |
| EMERGENCY TASK ORDERS |
| 321000 |
| EMERGENCY MOBILIZATION / DEMOBILIZATION: |
| 321001 |
| Mobilize and Demobilize for EMERGENCY Task Order in Area No. 1. 1 per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 321002 |
| Mobilize and Demobilize for EMERGENCY Task Order in Area No. 2. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| 321003 |
| Mobilize and Demobilize or EMERGENCY Task Order in Area No. 3. 1 Per Task Order. |
| 1 |
| EACH |
| $ |
| $ |
| CLIN NO. |
| DESCRIPTION |
| EST. QTY |
| UNIT OF ISSUE |
| UNIT PRICE |
| EST TOTAL EVALUATED PRICE (EST QTY MULTIPLIED BY UNIT PRICE) |
This is the start of the file's text. The full file is on GovTribe.
