Am2_W912PL-13-B-0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

0002 Jan 18, 2013

W912PL

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, WEST REGION BRANCH

P.O. BOX 532711

LOS ANGELES CA 90053-2325

SEE ITEM 6

W912PL-13-B-0001

Dec 21, 2012

Bradley Canyon Levee Extension, Santa Maria River and Tributaries, Santa Barbara County, CA

Specifications Sections Revised:

Table of Contents 00 00 10 - Bid Schedule 01 11 00 - Summary of Work 01 22 00 - Measurement and Payment

Bradley Canyon Levee Extension W912PL-13-B-0001 Santa Maria River and Tributaries

TOC - 1 Amendment 2

PROJECT TABLE OF CONTENTS

DIVISION 00 - BIDDING REQUIREMENTS, CONTRACT FORMS AND CONTRACT CONDITIONS

SF-1442 SOLICITATION, OFFER AND AWARD Am1 00 00 10 BID SCHEDULE Am1 Am2

00 01 00 INSTRUCTIONS TO BIDDERS

00 06 00 REPRESENTATIONS AND CERTIFICATIONS

00 07 00 CONTRACT CLAUSES

00 08 00 SPECIAL CONTRACT REQUIREMENTS

00 08 50 WAGE RATES Am1

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK Am1 Am2 01 22 00 MEASUREMENT AND PAYMENT Am1 Am2

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00a SUBMITTAL REGISTER Am1

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 02 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS Am1 01 57 20 ENVIRONMENTAL PROTECTION Am1

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 78 00 CLOSEOUT SUBMITTALS Am1

01 80 00 AS-BUILT DRAWINGS

DIVISION 02 – EXISTING CONDITIONS

02 13 00 DIVERSION AND CONTROL OF WATER

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 25 00 SOIL CEMENT Am1

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 12 MISCELLANEOUS METAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK Am1 31 11 00 CLEARING AND GRUBBING Am1

31 24 00 STONE PROTECTION

31 41 16 METAL SHEET PILING Am1

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 92 21 HYDROSEEDING

32 98 00 TYPE-2 CABLE FENCE

Santa Maria River and Tributaries

TOC - 2 Amendment 2

DIVISION 33 – UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents –

Santa Maria River and Tributaries, Santa Barbara County, CA

00 00 10 ‐ 1 Amendment No. 0002

CERTIFICATE OF CORPORATE PRINCIPAL

1) IF THE OFFEROR IS A JOINT VENTURE, COMPLETE THE FOLLOWING:

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

2) IF THE OFFEROR IS A PARTNERSHIP, LIST FULL NAME OF ALL PARTNERS:

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

3) IF THE OFEROR IS A CORPORATION, THE FOLLOWING CERTIFICATION SHOULD BE

COMPLETED:

CERTIFICATION AS TO CORPORATE PRINCIPAL

I, certify that I am Secretary of the corporation named as principal in the within contract; that

___________________, who signed said contract on behalf of the principal, was the ________________ of the Corporation; that I know his/her signature and that his/her signature is genuine; and that said contract was duly signed, sealed and attested for in behalf of said corporation by authority of its governing body.

CORPORATE PRINCIPAL

SECRETARY

CORPORATE SEAL

00 00 10 ‐ 2

BID SCHEDULE

IFB NO. W912PL-13-B-0001

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES

The contractor shall furnish all plant, labor, material, equipment, etc. necessary to perform all work in strict accordance with the terms and conditions set forth in the contract to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Quantity Measure Price Price________

0001 Mobilization and Demobilization 1 Job Lump Sum $______________

0002 Diversion and Control of Water 1 Job Lump Sum $______________

0003 Temp Low Flow Channel – Excavation 5,625 Cubic Yard $_________ $______________

0004 Temp. Low Flow Channel – Fill 3,175 Cubic Yard $_________ $______________

0005 Channel and Staging Area - Clearing 6.5 Acre $_________ $______________

0006 Channel and Staging Area – Grubbing 6.5 Acre $_________ $______________

0007 Sheet Pile – Combination Wall System 1,025 Linear Feet $_________ $______________ (Complete)

0008 Soil Cement Levee Toe – Excavation 81,275 Cubic Yard $_________ $______________

0009 Soil Cement Levee Toe – Miscellaneous Fill 51,275 Cubic Yard $_________ $______________

0010 Install Soil Cement Section (Complete) 29,500 Cubic Yard $_________ $______________

0011 Imported Fill 2,000 Cubic Yard $_________ $______________

0012 18” Riprap 200 Cubic Yard $_________ $______________

0013 Levee Road – Excavation 7,200 Cubic Yard $_________ $______________

0014 Levee Road – Regrade & Compacted Fill 4,800 Cubic Yard $_________ $______________

0015 4” Aggregate Base Course 780 Cubic Yard $_________ $______________

0016 Existing Ramps – Remove and Rebuild 1 Job Lump Sum $______________

0017 Local Access Road – Remove, Relocate And reinstall 1 Job Lump Sum $______________

0018 Restoration – Staging and Disturbance Area 5.4 Acre $_________ $______________

0019 Install Survey Markers 5 Each $_________ $______________

0020 Install 48” RCP with End Sections 60 Linear Feet $_________ $_____________

00 00 10 ‐ 3

Estimated Unit of Unit Total Item No. Description Quantity Measure Price Price_______

0021 Hydro-seeding 5.5 Acre $_________ $___________

0022 Hot Mix Asphalt 65 Cubic Yard $_________ $___________

0023 Type-2 Cable Fence 2,650 Linear Feet $_________ $___________

0024 Remove and Dispose of Existing Irrigation Pipe 1 Job Lump Sum $___________

0025 Road Signs 4 Each $_________ $___________

0026 As Built Drawings 1 Job Lump sum $___________

TOTAL AMOUNT (Line items 0001 - 0026): $ __________________

00 00 10 ‐ 4

SECTION 00 00 10 Bidders Notes/Bid Schedule

1. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid.

2. If a modification to a bid based on unit prices is submitted which provides for a lump sum adjustment to the total estimated amount, the application of the lump sum adjustment to each unit price in the Bid Schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the Bid Schedule.

3. Prices must be submitted on all individual items of the Bid Schedule; otherwise the bid will be considered non-responsive and will be rejected.

4. For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the Bid Schedule as submitted by the bidder:

a. Obviously misplaced decimal points will be corrected;

b. In case of discrepancy between the unit price and the extended price, the unit price will govern;

c. Apparent errors in extensions of unit prices will be corrected;

d. Apparent errors in addition of lump sum and extended prices will be corrected.

For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends the bid to be evaluated on the basis of unit prices the totals arrived at by the resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

5. The lump sum “LS” line items in the Bid Schedule are not “Estimated Quantity” line items and are not subject to the “Variation in Estimated Quantity” contract clause.

6. The Contract Clause 52.232-27, “Prompt Payment for Construction Contracts” requires that the name and address of the contractor official, to whom payment is to be sent, be the same as that in the contract or in a proper Notice of Assignment.

7. Procuring Contracting Officer. The Contracting Officer who signs this contract will be the Procuring Contracting Officer for this contract. However, any Contracting Officer assigned to the Los Angeles District, contracting within his authority, may take formal action on this contract when the Procuring Contracting Officer is unavailable and the action needs to be taken.

8. Amounts and prices shall be indicated in either words or figures, NOT BOTH.

9. Payment of Electronic Funds Transfer (EFT) is the mandatory method of payment. The bidders’ attention is directed to Contract Clause No. 52.232-33 “Payment by Electronic Funds Transfer – Central Contactor Registration” and Contract Clause No. 52.232- 34, “Payment by Electronic Funds Transfer – Other Than Central Contractor Registration” located in Section 00 07 00.

10. The bidder shall distribute his indirect costs (overhead, profit, bond, etc.,) over all items in the Price Schedule. The Government will review all submitted Bid Schedules for any unbalancing of the items. Any submitted Bid Schedule determined to be unbalanced may be considered non-responsive and cause the bidder to be ineligible for contract award.

11. The bidder shall furnish all plant, labor, material, equipment, etc., necessary to perform all work in strict accordance with the terms and conditions set forth in the contract in include all attachments thereto.

12. Some quantities are ESTIMATED, the bidders prices MUST BE FIRM.

00 00 10 ‐ 5

13. Bidder is cautioned to check his/her Bid Schedule carefully prior to submission.

14. Bidders attention is directed to Section 00 01 00 “Instructions to Bidders” Clause No. 52.0214-5001, entitled “Directions for Submitting Bids”. Please note that there is Special Instructions Pertaining to Hand-Carried Bids.

15. PLEASE NOTE: All inquiries must be submitted in accordance with the instructions found in the Solicitation, Section 00 01 00, Provision No. 52.0000-5001, entitled, “Inquiries.” The Bidder Inquiry System will be unavailable for new inquiries five (5) business days prior to bid submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

16. The Geotechnical Appendix, Design Documentation Report, Bradley Canyon Extension (Geotechnical Study Report), dated August 2012, is posted on the project’s bid package website (FedBizOps). This Geotechnical Report is made available for information purposes. All bidders are responsible for downloading the report, for their use, prior to bid opening. All bidders are notified that the Geotechnical Study Report is provided for information purposes only. Any discrepancies found between the geotechnical Study Report and the specification, the specifications will govern.

Santa Maria River and Tributaries Amendment 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Project Location

1.3 OCCUPANCY OF PREMISES

1.3.1 Contractor Staging And Stockpile Areas

1.3.2 Permits

1.3.2.1 Permits Obtained by Contractor

1.4 EXISTING WORK

1.4.1 Traffic Control

1.4.1.1 General Traffic Regulations:

1.4.2 Working Hours

1.4.3 Environmental Restrictions

1.5 LOCATION OF UNDERGROUND FACILITIES

1.5.1 Utilities

1.5.2 Interruption Of Existing Utility Services

1.5.3 Utility Outages

1.5.4 Public Utility Companies

1.6 SALVAGE MATERIAL AND EQUIPMENT

1.6.1 Waste And Spoiled Material

1.6.2 Salvage Material

1.7 CONTRACTOR'S SURVEYS

1.7.1 Survey Data

1.7.2 Survey Data Standard

1.7.3 Positioning System

1.7.4 Survey Firm Acceptance

1.7.5 Data Processing

1.8 COOPERATION BETWEEN CONTRACTORS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Licensed Land Surveyor; G

Contractor's Surveys

Permits Obtained by Contractor;

Contractor shall submit the above required documents in accordance with this section.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This project consists of levee construction using sheet piling combination wall system and soil cement. Associated features include, but are not limited to: clearing, grubbing, removals, excavation, filling, grading, drainage, access roads, and environmental protection. The work limits encompass California Red-Legged Frog (CRLF)habitat. Refer to the Environmental portions of the contract documents for additional restrictions related to the CRLF.

1.2.2 Project Location

The Bradley Canyon levee is located within the limits of the City of Santa Maria in Santa Barbara County, California. There is agricultural land immediately adjacent to both sides of the levee. The Project is in the vicinity of the City of Santa Maria Landfill.

1.3 OCCUPANCY OF PREMISES

1.3.1 Contractor Staging And Stockpile Areas

The Contractor's staging and stockpile area is indicated on the plans. It is located adjacent to the Santa Maria River, approximately 0.5 miles downstream of the Santa Maria River and Bradley Canyon Wash confluence.

The designated stockpile and staging area has an area of approximately 4.0 acres. The land is owned by the City of Santa Maria. The area shall be used for the Contractor's stockpiling and storage of construction material, hazardous material and equipment, batch plant operation, and installation

SECTION 01 11 00 Page 2 of Contractor's temporary facilities including a government trailer, and other uses as specified. The Contractor shall have trailers including the Government trailer equipped with methane detectors for periodically monitoring carbon monoxide and propane. The area shall not be used for stockpiling, storing or staging construction debris.

1.3.2 Permits

Licenses and Permits are required for execution of the work on this project. The Contractor shall be responsible for obtaining and paying for all required licenses and permits for this project.

1.3.2.1 Permits Obtained by Contractor

Reference is made to the CONTRACT CLAUSE: PERMITS AND RESPONSIBILITIES which requires the Contractor to obtain all required licenses and permits.

These permits include, but are not limited to: those issued by the City of Santa Maria, Santa Barbara County Flood Control District and Department of Public Works, State and Federal agencies, and private utilities as applicable. The Contractor shall pay all charges, fees, and taxes and provide all notices necessary and incidental to the due and lawful prosecution of the work, and as stipulated by the conditions of the permits.

Copies of all required permits using ENG Form 4025-R shall be submitted to the Contracting Officer prior to work performed in execution of the permit. Permits and notices required to be obtained by the Contractor include, but are not limited to, the following:

a. Santa Barbara County Flood Control Contact: Mr. Jon Frye (805) 568-3444

No permits are anticipated from this Agency. If permitting does become a requirement, the Contractor shall obtain required permits under the provisions of the CONTRACT CLAUSE: PERMITS AND RESPONSIBILITIES.

b.Santa Barbara County Department of Public Works, Transportation Division.

Contact: Mr. Richard Martinez (805) 681-4967

1. Road Encroachment Permit (Hauling Permit)

c. City of Santa Maria Public Works Department Contact: Mr. Marvin Maggio (805) 925-0951 X 440

1. Oversize Load Permit (Hauling Permit)

d. State of California Water Resources Control Board

1. National Pollution Discharge Elimination System (NPDES) Notice of Intent (NOI) for Storm Water Discharges Associated with Construction Activity (General Permit)

e. Local Air Quality Management District (AQMD) Permit

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury

SECTION 01 11 00 Page 3 or damage to any portions of the existing work which will remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

c. Removal, Disposal, and Re-use (if the Contractor elects to) of Aggregate Base Course for Levee Road. The existing Aggregate Base Course (ABC) layer on the surface of the existing levee roadway shall be removed between project station sta 346+20 and sta 380+25. The removed ABC shall become property of the Contractor, and be disposed of offsite at the Contractor's expense. However, the Contractor may salvage and reuse the removed ABC for resurfacing the finished levee roadway if the ABC meets all of the requirements set forth in the Specifications SECTION 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE. Construction of the new ABC roadway shall conform to the lines and grades indicated on the drawings. The Contractor shall repair any damage to existing ABC surfacing outside of the work limits, including existing access ramps, at no additional cost to the Government.

1.4.1 Traffic Control

1.4.1.1 General Traffic Regulations:

Contractor shall comply with the requirements in SECTION 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and SECTION 01 57 20 ENVIRONMENTAL PROTECTION regarding Traffic Control Measures.

a. Local Access Requirements: The Contractor shall comply with all traffic control requirements of the County of Santa Barbara and the City of Santa Maria, when Contractor operations occur within the public Right-of-way.

Requirements and restrictions will be stipulated in the Contractor obtained permits.

b. Coordination with Landfill Traffic. The Contractor shall coordinate his operation with the City of Santa Maria regarding Landfill traffic and operations.

c. Special Sign Requirements: The Contractor shall provide, erect and maintain advance notification, informational and directional access signs in and around the jobsite, as directed by the Contracting Officer.

1.4.2 Working Hours

The Contractor shall restrict all construction activities to the following schedule:

Monday thru Friday 6:30 a.m. to 7:00 p.m.

Saturday 8:00 a.m. to 7:00 p.m.

Requests for additional work shall require written approval from the Contracting Officer seven (7) days in advance of the proposed work period.

The Contractor shall reimburse the Government for the cost of having

SECTION 01 11 00 Page 4

Government Supervision on site during these hours of work.

1.4.3 Environmental Restrictions

Refer to SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

1.5 LOCATION OF UNDERGROUND FACILITIES

1.5.1 Utilities

Locations of the underground, surface and overhead utilities shown on the contract drawings are based on the best available information. The Contractor shall not assume that the given information represents an exact location of any existing feature. No guarantee is made to the accuracy of the location shown on the drawings. The Contractor shall determine the exact location of all utilities.

It shall be the responsibility of the Contractor to verify the location of all utilities prior to any construction activities. All existing underground, surface, and overhead utilities shall be Protected-in-Place, unless otherwise specified. The Contractor shall have existing utilities marked and identified a minimum of 48 hours prior to any underground work.

Reference is made to the CONTRACT CLAUSE: PROTECTION OF EXISTING

VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS.

1.5.2 Interruption Of Existing Utility Services

The Contractor shall perform the work under this contract with a minimum of outage time for all utilities. In some cases, the Contractor may be required to perform the work while the existing utility is in service. The existing utility services may be interrupted only with the prior written approval of the Contracting Officer. When it is necessary to interrupt the existing utilities, the Contractor shall notify the Contracting Officer in writing at least 14 calendar days in advance of the time the Contractor requires the existing service to be interrupted. The interruption time shall be kept to a minimum.

1.5.3 Utility Outages

Work requiring disruption of utility distribution systems, electrical power, gas, sewage, water, and telephone shall be scheduled such that work starts and is completed with continuous effort. For the convenience of the Government, the Contractor shall conduct outages on weekends, unless otherwise directed by the Contracting Officer. Contractor shall coordinate with the utility purveyor that will be affected, and all costs associated with utility outages shall be at the Contractor's expense.

1.5.4 Public Utility Companies

The Contractor shall call Dig Alert at 1-800- 227-2600 at least two working days before commencing underground work. In addition, the Contractor shall notify the Southern California Gas Company, Conoco Phillips Company, and the Contracting Officer a minimum of three working days prior to underground work.

SECTION 01 11 00 Page 5

1.6 SALVAGE MATERIAL AND EQUIPMENT

1.6.1 Waste And Spoiled Material

Unless otherwise specified, waste material as defined in Section 01 57 20, ENVIRONMENTAL PROTECTION, scrap, construction trash and debris shall be removed from the site and disposed of at a licensed landfill.

1.6.2 Salvage Material

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

a. The salvaged property shall be segregated, itemized, delivered, and off-loaded at a Government designated storage area located within 20 miles of the construction site.

b. Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

1.7 CONTRACTOR'S SURVEYS

1.7.1 Survey Data

a. Reference is made to SECTION 00 08 00: SPECIAL CONTRACT REQUIREMENTS, QUANTITY SURVEYS, FAR 52.236.16 which requires payments based on surveys.

Progress payments will be based upon Contractor surveys. The Contractor Surveys shall provide full coverage of the entire area for which a progress payment is being requested. Additionally, survey data that does not meet all applicable requirements and quality assurance verifications will not constitute a valid request for payment.

b. Contractor's Surveys shall be performed electronically (automated) and the data shall be provided and submitted to the Government on an electronic media (IBM compatible, ASCII format) in delimited files of eastings, northing, and elevation (x,y,z). The first lines of data file will list the formation as follow:

* Project Name: SANTA MARIA VALLEY LEVEE IMPROVEMENT

BRADLEY CANYON EXTENSION

* Surveyor's Name and Company's Name

* Area Surveyed

* Type of Survey and Date of Survey (i.e. Pre-construction, MM/DD/YR

* Vertical Datum: NAVD88 (North American Vertical Datum 1988)

* Horizontal Datum: NAD83 (North American Datum 1983) California State Plane-Zone5

These first six (6) lines will be preceded by an asterisk (*), which indicates comment line. For both the pre-construction and post-construction surveys, three copies of the survey plotted on paper will accompany the x,y,z data (electronic file) and all data shall be collected and plotted in English units (U.S. Survey-feet).

1.7.2 Survey Data Standard

The Contractor's surveys for progress payment shall meet or exceed the

SECTION 01 11 00 Page 6 survey standards listed in COE EM 1110-1-1005, Topographic Surveying for Photographic Surveys. Survey shall be in the California State Plane Coordinate System, Zone 5, U.S. Survey-feet, and be performed by an independent survey Contractor with at least three (3) years of experience in topographic surveying of land features and have either a current Land Surveyor's or a Professional Engineer's license, authorized to practice land surveying in the State of California. The Survey firm selected by the Contractor shall be approved by the Contracting Officer prior to performing surveys for this contract.

1.7.3 Positioning System

Surveys shall be conducted using an RTK or similar modern electronic surveying equipment using Differential Global Positioning System (GDPS) with positional accuracy equal to or exceeding the survey standards listed in COE EM 1110-1-1003 and COE EM 1110-1-1005

1.7.4 Survey Firm Acceptance

Prior to the Contracting Officer's approval of the selected survey firm, the Contractor shall provide documentation indicating that modern electronic surveying equipment will be used for the surveys as well as documentation verifying the experience of the operators using the equipment. Typical information required, as a minimum, includes name, model, and year of manufacture of the electronic equipment, and the manufacture's stated accuracies, and capability of the equipment proposed for usage. The Contractor shall submit license, credentials, and qualifications as evidence that qualified, experienced staff are available and will be used for the operation of the electronic positioning and surveying equipment.

1.7.5 Data Processing

The Contractor shall use a Data Processing System to map the survey data and calculate quantities. Reduced survey data shall then be imported into the Data Processing System where cross-sections are compared to fill template and volume quantities are calculated. The software shall be capable of digital terrain modeling and shall produce, as a minimum, topographic survey sheets, cross section profiles, 3-dimensional area profiles, and quantity volume calculations using the Triangulated Irregular Network (TIN) method.

1.8 COOPERATION BETWEEN CONTRACTORS

The Government or other Agencies, including but not limited to Santa Barbara County Flood Control District and the City of Santa Maria, may have construction or landfill activities underway within the vicinity of this project. The Contractor shall work cooperatively with the Government and or other Agencies to minimize impacts to all projects.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 7

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Demobilization (Item 0001)

1.1.1.1 Unit of Measure

1.1.1.2 Payment

1.1.2 Diversion and Control of Water (Item 0002)

1.1.2.1 Unit of Measure

1.1.2.2 Payment

1.1.3 Existing Ramps - Remove and Rebuild (Item 0016)

1.1.3.1 Unit of Measure

1.1.3.2 Payment

1.1.4 Local Access Road - Remove, Relocate and Reinstall (Item 0017)

1.1.4.1 Unit of Measure

1.1.4.2 Payment

1.1.5 Remove and Dispose of Existing Irrigation Pipe (Item 0024)

1.1.5.1 Unit of Measure

1.1.5.2 Payment

1.1.6 As Built Drawings (Item 0026)

1.1.6.1 Unit of Measure

1.1.6.2 Payment

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Excavation (Items 0003, 0008, 0013)

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Fill (Items 0004, 0009, 0011, 0014)

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Channel Area - Clearing (Item 0005)

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Channel Area - Grubbing (Item 0006)

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Sheet Pile - Combination Wall System (Complete) (Item 0007)

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Construct Soil Cement Section (Complete) (Item 0010)

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

SECTION 01 22 00 Page 1

1.2.7 18" Riprap (Item 0012)

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 4" Aggregate Base Course (Item 0015)

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Restoration - Staging and Disturbance Area (Item 0018)

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 Install Survey Markers (Item 0019)

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 Install 48" RCP with End Sections (Item 0020)

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 Hydroseeding (Item 0021)

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 Hot Mix Asphalt (Item 0022)

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Type-2 Cable Fence (Item 0023)

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Road Signs (Item 0025)

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BID SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, complete, and for performing all work required for which separate payment is not otherwise provided. Reference is made to the CONTRACT CLAUSE:

CONTRACT PRICES - BIDDING SCHEDULES (DEC 1991).

1.1.1 Mobilization and Demobilization (Item 0001)

1.1.1.1 Unit of Measure

Lump Sum

1.1.1.2 Payment

Payment for Mobilization and Demobilization will be made at the applicable contract price, which payment will constitute full compensation for mobilization and demobilization as defined in the SPECIAL CONTRACT

REQUIREMENT: PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DEC 1991),

complete. Payment for mobilization will be made after complete asssembly, in working order of all plant and equipment required to produce soil cement.

Payment for demobilization will not be made until the Contractor has submitted and the GOVERNMENT has approved the final as-built drawings, project shop drawings, as-built specifications, and survey markers, as specified, and all equipment has been removed from the site.

1.1.2 Diversion and Control of Water (Item 0002)

1.1.2.1 Unit of Measure

Lump Sum

1.1.2.2 Payment

Payment for Diversion and Control of Water will be made at the applicable contract price, which payment will constitute full compensation for diverting and controlling of water, constructing temporary diversion cofferdams and berms, riprap, excavation, fill, groundwater dewatering, pumping and piping, and removal from the site of all diversion and control features not incorporated in the finished work and restoring the ground to pre-construction conditions, complete.

SECTION 01 22 00 Page 3

1.1.3 Existing Ramps - Remove and Rebuild (Item 0016)

1.1.3.1 Unit of Measure

Lump Sum

1.1.3.2 Payment

Payment for Existing Ramps - Remove and Rebuild will be made at the applicable contract price, which payment will constitute full compensation for excavating, backfilling, compacting, hauling, stockpiling, transporting, temporary access, grading and disposing offsite of any unsatisfactory material and surplus material including disposal fee, complete. No additional payment will be made for soil cement included in other bid items.

1.1.4 Local Access Road - Remove, Relocate and Reinstall (Item 0017)

1.1.4.1 Unit of Measure

Lump Sum

1.1.4.2 Payment

Payment for Local Access Road - Remove, Relocate and Reinstall will be made at the applicable contract price, which payment will constitute full compensation for removing the existing A.C. pavement vehicle crossing and existing 48" CMP culvert and appurtenances(see sheet C-04); constructing a new temporary vehicle crossing upstream (see Sheet C-05) with a new 48" CMP Pipe and appurtenances; maintaining temporary access road slopes and road until the end of construction period; removal of this temporary access road, temporary slopes and 48" CMP completely; remove and dispose existing pipe gate and install new pipe gate; and restoring the site to the original condition prior to construction, complete.

1.1.5 Remove and Dispose of Existing Irrigation Pipe (Item 0024)

1.1.5.1 Unit of Measure

Lump Sum

1.1.5.2 Payment

Payment for Remove and Dispose of Existing Irrigation Pipe will be made at the applicable contract price, which payment will constitute full compensation for excavating, backfilling, compacting, cutting, plugging, removing, hauling, disposal, and disposal fee of an existing irrigation pipe including all appurtenances, complete.

1.1.6 As Built Drawings (Item 0026)

1.1.6.1 Unit of Measure

Lump Sum

1.1.6.2 Payment

Payment for As Built Drawings will be made at the applicable contract

SECTION 01 22 00 Page 4 price, which payment will constitute full compensation for providing as built drawings, project shop drawings, as-built specifications, survey markers, and documents on electronic media, complete.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BID SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Reference is made to the CONTRACT CLAUSE: CONTRACT PRICES - BIDDING

SCHEDULES (DEC 1991).

1.2.1 Excavation (Items 0003, 0008, 0013)

1.2.1.1 Payment

Payment for Excavation will be made at the applicable contract price, which payment will constitute full compensation for excavating to the lines as indicated on the drawings, stockpiling, shaping, hauling, offsite disposal of unsatisfactory material and surplus material, and disposal fees, complete. No additional payment will be made for quantity variations due to bulking or moisture content of the in-place volume to be excavated. The Contractor will not receive any compensation for Excavation work outside of the lines and grades indicated on the drawings, unless otherwise directed by the Contracting Officer.

1.2.1.2 Measurement

A survey of the project site will be made prior to commencement of work, and all measurements will be based on this survey without regard to any changes in the site that may be made between the excavation lines and grades indicated on the drawings. Quantities will be computed in cubic yards. The estimated quantities shown on the BID SCHEDULE are in-place volumes and do not account for shrinkage, bulking, subsidence, moisture content, over excavation or any other factors that may affect excavation quantities. All excavation outside of excavation lines shown on the drawings will be considered as being for convenience of the Contractor.

1.2.1.3 Unit of Measure

Cubic yard

1.2.2 Fill (Items 0004, 0009, 0011, 0014)

1.2.2.1 Payment

Payment for Fill will be made at the applicable contract price, which payment will constitute full compensation for filling to the lines and grades indicated on the drawings, backfilling, grading, stockpiling, shaping, compacting as specified or otherwise placed as specified, importing and hauling, complete. Pay volumes will be based on in-place volumes actually placed and accepted and will include shrinkage, subsidence, moisture control, and any other factors that may affect fill quantities.

SECTION 01 22 00 Page 5

1.2.2.2 Measurement

Measurement for the payment for fill will be made between the excavation and fill lines and grades indicated on the drawings. Quantities will be computed in cubic yards. The estimated quantities shown on the BID SCHEDULE are in-place volumes and do not account for shrinkage, swell, subsidence, moisture content, or any other factors that may affect fill quantities. All fill outside of fill lines shown on the drawings will be considered as being for convenience of the Contractor.

1.2.2.3 Unit of Measure

Cubic Yard

1.2.3 Channel Area - Clearing (Item 0005)

1.2.3.1 Payment

Payment for Channel Area - Clearing will be made at the applicable contract price, which payment will constitute full compensation for clearing and removing from the site the following items: trees, vegetation, stockpiles, debris, pavement, structures and other surface features, including disposal fees, complete. The Contractor will not receive compensation for clearing outside of the specified limits, unless otherwise directed by the Contracting Officer.

1.2.3.2 Measurement

Measurement for Channel Area - Clearing shall be accomplished by computing the total surface area cleared in acres, to the nearest tenth of an acre.

Measurement shall be parallel to the ground surface and within the limits of excavation, fill, and staging area. Measurement shall be based on the area actually cleared.

1.2.3.3 Unit of Measure

Acre

1.2.4 Channel Area - Grubbing (Item 0006)

1.2.4.1 Payment

Payment for Channel Area - Grubbing will be made at the applicable contract price, which payment will constitute full compensation for grubbing, removal and disposal of grubbed material, filling of holes and associated earthwork, including disposal fees, complete. The Contractor will not recieve compensation for grubbing outside of the specified limits, unless otherwise directed by the Contracting Officer.

1.2.4.2 Measurement

Measurement for Channel Area - Grubbing shall be accomplished by computing the total surface area grubbed in acres, to the nearest tenth of an acre.

Measurement shall be parallel to the ground surface and within the limits of excavation and fill. Measurement shall be based on the area actually grubbed.

SECTION 01 22 00 Page 6

1.2.4.3 Unit of Measure

Acre

1.2.5 Sheet Pile - Combination Wall System (Complete) (Item 0007)

1.2.5.1 Payment

Payment for Sheet Pile - Combination Wall System (Complete) will be made at the applicable contract price, which payment will constitute full compensation for furnishing and installing Sheet Pile - Combination Wall System, including, but not limited to transportation, storing, handling, driving, vibrating, cutting, welding, augering, associated earthwork, and tie-in to existing Combi-wall, complete.

1.2.5.2 Measurement

Measurement for Sheet Pile - Combination Wall System (Complete) will be by the linear foot, to the nearest tenth of a foot installed to the lines and grades as indicated on the drawings. The upstream termination point for Sheet Pile - Combination Wall System (Complete) is station 465+45, as indicated. No additional compensation will be made for installed Sheet Pile

- Combination Wall System (Complete) beyond station 465+45.

1.2.5.3 Unit of Measure

Linear foot

1.2.6 Construct Soil Cement Section (Complete) (Item 0010)

1.2.6.1 Payment

Payment for Construct Soil Cement Section (Complete) will be made at the applicable contract price, which payment will constitute full compensation for subgrade preparation, mixing, transporting, placing, compacting and shaping the soil cement to the lines and grades indicated on the drawings, including voids in the existing riprap, complete.

1.2.6.2 Measurement

Measurement for Construct Soil Cement Section (Complete) will be by the cubic yard of the in-place volume, placed to the lines and grades on the drawings. Measurement will be based on the cubic yardage actually constructed and accepted.

1.2.6.3 Unit of Measure

Cubic Yard

1.2.7 18" Riprap (Item 0012)

1.2.7.1 Payment

Payment for 18" Riprap will be made at the applicable contract price, which payment will constitute full compensation for furnishing, transporting, stockpiling, handling, placing, and constructing to the lines and grades indicated on the drawings, or as specified, complete.

SECTION 01 22 00 Page 7

1.2.7.2 Measurement

Measurement for 18" Riprap will be by the cubic yard and will be based on field measurements of the in-place, constructed Riprap.

1.2.7.3 Unit of Measure

Cubic Yard

1.2.8 4" Aggregate Base Course (Item 0015)

1.2.8.1 Payment

Payment for 4" Aggregate Base Course will be made at the applicable contract price, which payment will constitute full compensation for subgrade preparation, furnishing, transporting, watering, stockpiling, handling, placing and constructing to the lines and grades indicated on the drawings.

1.2.8.2 Measurement

Measurement for 4" Aggregate Base Course will be by the cubic yard and will be based on field measurements of the in-place, constructed base course.

1.2.8.3 Unit of Measure

Cubic Yard

1.2.9 Restoration - Staging and Disturbance Area (Item 0018)

1.2.9.1 Payment

Payment for Restoration - Staging and Disturbance Area will be made at the applicable contract price, which payment will constitute full compensation for grading, filling, excavating, shaping, and restoring to original grade and condition the staging area and any disturbed portions of the landside slope of the levee and adjacent area between the landside toe of the levee and right-of-way.

1.2.9.2 Measurement

Measurement for Restoration - Staging and Disturbance Area will be by the acre, to the nearest tenth of an acre, and is based on the staging area indicated on the drawings, and any disturbed area on the landside slope of the levee and adjacent level area from the landside levee toe to the right-of-way.

1.2.9.3 Unit of Measure

Acre

1.2.10 Install Survey Markers (Item 0019)

1.2.10.1 Payment

Payment for Install Survey Markers will be made at the applicable contract price, which payment will constitute full compensation for furnishing and installing survey markers, field surveying, plats, ties, and any mapping work as specified, complete.

SECTION 01 22 00 Page 8

1.2.10.2 Measurement

Measurement for Install Survey Markers will be per unit, for each marker installed and accepted.

1.2.10.3 Unit of Measure

Each

1.2.11 Install 48" RCP with End Sections (Item 0020)

1.2.11.1 Payment

Payment for Install 48" RCP with End Sections will be made at the applicable contract price, which payment will constitute full compensation for excavating, bedding, backfiling, pipe installation, flared end sections, and dumped stone, to the lines and grades indicated on the drawings, complete.

1.2.11.2 Measurement

Measurement for Install 48" RCP with End Sections will be by the linear foot of pipe actually installed and accepted.

1.2.11.3 Unit of Measure

Linear Foot

1.2.12 Hydroseeding (Item 0021)

1.2.12.1 Payment

Payment for Hydroseeding will be made at the applicable contract price, which payment will constitute full compensation for furnishing, mulching, hydroseeding, mixing, spraying, soil preparation, tillage, weed abatement, with maintenance and monitoring of hydroseed area for one year, complete.

Payment will not included seeding or reseeding of areas required as a result of Contractor's disturbance of areas outside of the specified Hydroseeding limits.

1.2.12.2 Measurement

Measurement for Hydroseeding will be by the acre, to the nearest tenth of an acre of actual area hydroseeded and accepted.

1.2.12.3 Unit of Measure

Acre

1.2.13 Hot Mix Asphalt (Item 0022)

1.2.13.1 Payment

Payment for Hot Mix Asphalt will be made at the applicable contract price, which payment will constitute full compensation for furnishing and installing hot mix asphalt, tack coat, prime coat, handling, compacting and trimming to the lines and grades indicated on the drawings, complete.

SECTION 01 22 00 Page 9

1.2.13.2 Measurement

Measurement for Hot Mix Asphalt will be by the cubic yard per the dimensions, lines, and grades indicated on the drawings.

1.2.13.3 Unit of Measure

Cubic Yard

1.2.14 Type-2 Cable Fence (Item 0023)

1.2.14.1 Payment

Payment for Type-2 Cable Fence will be made at the applicable contract price, which payment will constitute full compensation for installing Type-2 cable fence, augering, grouting, filling, tie-ins, and disposal of excess excavated material, complete.

1.2.14.2 Measurement

Measurement of Type-2 Cable Fence will be by the linear foot.

1.2.14.3 Unit of Measure

Linear

1.2.15 Road Signs (Item 0025)

1.2.15.1 Payment

Payment for Road Signs will be made at the applicable contract price, which payment will constitute full compensation for furnishing and installing road signs as specified, and disposal of excess material, complete.

1.2.15.2 Measurement

Measurement for Road Signs will be for each sign installed and accepted.

1.2.15.3 Unit of Measure

Each

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 22 00 Page 10