Amendment_002_Package_Final.pdf

(x)

129AC718R0004

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1 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 ACKNOWLEDGEMENT 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 you 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.

x

9AC7

REDDING CA 96002

3644 AVTECH PARKWAY SUITE 180

R5 NO-CAL ACQ SERVICE AREA NCASA

USDA FOREST SERVICE

08/07/20180002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/11/2018

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

PAUL M. WOOD

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

Trinity Center Boat Launch

Shasta-Trinity National Forest

This amendment provides updated Schedule of Items and Section C applicable to this project.

Highlighted areas indicate changes. Remove and replace previous version with attached.

All other terms and conditions remain unchanged.

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

Trinity Center Boat Launch Improvement Project Page 5 of 35 129AC718R0004 Amendment 002

PART I - SCHEDULE OF ITEMS

SECTION B - Schedule of Items

Trinity Center Boat Launch Facility

Shasta-Trinity National Forest

Construction of Boat Ramp Access & Parking Area - Station 0+00 to 5+50

Line Item Item Unit Est.

Qty. Unit Rate Total Price 15101 Mobilization LS 1 $_________ $_________ 15201(a) Construction Staking (for Parking) LS 1 $_________ $_________ 15713 Soil Erosion and Pollution Control LS 1 $_________ $_________ 20102 Clearing and Grubbing (Parking Lot Planting Areas) LS 1 $_________ $_________ 20305(a) Removal of structures and obstructions (Parking Area

Curbs)

LS 1

20305(b) Removal of structures and obstructions (Vault Toilet) LS 1 $_________ $_________ 20305(c) Removal of structures and obstructions (Parking

Sidewalks)

LS 1

20305(d) Removal of structures and obstructions (Signs and

Misc.)

LS 1

30103 Aggregate Base, grading "D", Compaction "F" (95%

T180) (Compaction testing required)

TON 20

40301 Hot Bituminous Plant Mix (Commercial Source)

Gradation E, AC Grade PG 69-16

TON 700

40803 Emulsified Asphalt, Grade: CSS-1h Type: Seal

Coat (EXCLUDES WATER)

TON 1.32

41301 Asphalt Pavement Milling, 2" Depth SY 6,350 $_________ $_________ 55207 Reinforced Concrete Sidewalks, Seating Area and

Dumpster Pad. 4" Thickness

SF 500

60901 Portland Cement Concrete Curb, Type Standard, 10"

Depth

LF 780

60902 Portland Cement Concrete Curb and Gutter, Type

Standard, 14" Depth

LF 465

60950 Portland Cement Concrete Wheel Stop EA 2 $_________ $_________ 63405(a) Pavement Markings, Reflectorized Thermoplastic, Symbols & Letters ARROWS

EA 6

63405(b) Pavement Markings, Reflectorized Thermoplastic, Symbols & 2-foot Letters "FEE AREA PARKING

ONLY"

EA 1

63405( c) Pavement Markings, Reflectorized Thermoplastic, Symbols & 2 foot Letters "10 MINUTE PARKING"

EA 1

63405(d) Pavement Markings, Reflectorized Thermoplastic, Symbols & 2 foot Letters "TIE DOWN AREA"

EA 1

63405(e) Pavement Markings, Reflectorized Thermoplastic, Symbols & 2 foot Letters "15 MINUTE PARKING

ONLY"

EA 1

Trinity Center Boat Launch Improvement Project Page 6 of 35

Construction of Boat Ramp Access & Parking Area - Station 0+00 to 5+50 (Continued)

Line Item Item Unit Est.

Qty. Unit Rate Total Price

63452(a) Pavement Traffic Marking, Reflectorized Thermoplastic, 6" Striping for hatched areas

SF 3460 $_________ $_________

63452(b) Pavement Traffic Marking, Reflectorized Thermoplastic, 4" Striping for parking stalls

LF 2400 $_________ $_________

63453 Painted Traffic Marking, HANDICAP SYMBOL EA 3 $_________ $_________ 02073 Abandon Existing Vault Toilet LS 1 $_________ $_________

02115(01) Remove and Replace Sign (DBAW PROJECT SIGN) EA 1 $_________ $_________

02115(02) Remove and Replace Sign (NO SWIMMING WITHIN

25 FEET ) EA 1 $_________ $_________

02800 Installation of 8' Wooden Bench with Steel Posts (Bench will be Government Furnished.) EA 1 $_________ $_________

10400(01) Recreation Signs and Pads, Type: 5 panel kiosk information center includes sidewalk, MDO signs, Welcome/NRA signs

EA 1 $_________ $_________

10601a Trash Receptacles & Concrete Pads Bearsaver HA-P Handicapped Accessible Bear-Proof Refuse Container EA 2 $_________ $_________

10601b Trash Receptacles & Concrete Pads Bearsaver HA2- P Handicapped Accessible Bear-Proof Refuse Container

EA 2 $_________ $_________

13120 "Tioga Special with Chase" Model CXT toilet building EA 1 $_________ $_________ 16410 Solar Lighting. EA 1 $_________ $_________

Total Section 1 = $________

SECTION 2 - BOAT RAMP, STA 0+00 TO 6+20

Item # Item Unit Est.

Qty Unit Rate Total Price

15201(b) Construction Staking (for Ramp) LS 1 $_________ $_________ 15713 Soil Erosion and Pollution Control LS 1 $_________ $_________

20305(c) Removal of structures and obstructions (Ramp Sidewalks and Rail) LS 1 $_________ $_________

25104 Keyed Riprap, Class V TON 900 $_________ $_________ 30103 Aggregate Base, grading "D", Compaction "D" TON 220 $_________ $_________

55204(a) Structural Concrete,Type II cement, 6 sack mix ,28 day strength of 4000 psi, 3-4"slump, 5% entrained air, maximum aggregate size of 3/4" for boatramp with sidewalk.

LS

02489(01) Steel Frame Concrete Boarding Floats Plus Gang Plank EA 3

05501(01) Metal Fabricated Single Rail System LF 620 $_________ $_________

Total Section 2 = $________

Trinity Center Boat Launch Improvement Project Page 7 of 35

OPTIONAL ITEMS

Item # Item Unit Est.

Qty

Unit Rate Total Price

62801(a) Cofferdam for dewatering (three foot max.) LS 1 $_________ $_________

OR…

62801(b) Cofferdam for dewatering (six foot max.) LS 1 $_________ $_________

Option 1 Subtotal: $_________

B.1 Option for Increased Quantity—Separately Priced Line Item (FAR 52.217-7) (Mar 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor by January 1, 2019. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

B.2 Note Regarding Bond Premiums

Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization. Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted

Trinity Center Boat Launch Improvement Project Page 8 of 35

SECTION C - Description/Specifications/Statement of Work

C.1 Scope of Work

Trinity Center Boat Launching Facility

The scope of this contract is to widen resurface the Trinity Center Boat Launching Facility at Trinity Lake.

Fluctuating water levels are to be expected. The Bureau of Reclamation predicts the lowest lake levels usually occur in December. Construction within the window of opportunity for weather and lake levels is critical and the contractor shall schedule work to attain progress corresponding with declining lake levels.

A wet weather pattern typically begins in the area after October 15 and may affect progress. The contractor will be responsible to maintain access to the project throughout construction, which may include snow plowing if necessary.

The project is to be constructed according to the plans and specifications. Quality control, sampling, testing, and compliance are the responsibility of the Contractor. Verification and review of any sampling and testing results shall be performed by a professional selected by the Government or Government’s representatives.

PARKING AREA: Remove and/or replace existing parking curbs and sidewalks and some of the designated planting areas. Remove and properly dispose of existing vault toilet. Pulverize existing asphalt to a depth of 2-inches, regrade, compact and repave. Construct 780 LF 4” curb, 465 LF 8” curb and 500 SF sidewalks and concrete flatwork. Construct five-panel kiosk that includes sign panels and sidewalk.

Furnish and install prefabricated concrete toilet building, trash receptacles, concrete DBAW Project sign, bench and solar lighting. Install government furnished bench. All work for Parking Area is part of the Base Bid.

BOAT RAMP: Remove existing sidewalk and footings from ramp. Overlay existing ramp with 6” concrete and widen lower part of ramp from 15’ to 30’ wide. Construct new 8’ sidewalk with 620’ metal rail system.

Place 900 tons riprap. Furnish and install three concrete boarding floats. The boat ramp base bid is from station 0+00 to 1+75. The boat ramp option items also include a cofferdam for dewatering with line item options for different sizes.

C.2 Project Location

From Weaverville, take Highway 3 North for approximately 30 miles to Trinity Center. Turn right and follow signs to boat ramp.

C.3 Pre-Bid Conference

A Pre-Bid meeting WILL be scheduled at project location. Contact Todd Moxness, (530) 226-2325 for further information.

C.4 Contract Time and Estimated Starting Date

Estimated starting date is 10/01/2018 . Contract time will be 120 calendar days. Contract to be completed no later than 02/01/2019 .

C.5 Contract Requirement

Prior to beginning work, Contractor shall submit an Erosion Control Plan, Safety Plan, Schedule of Operations and Sign Plan (Traffic Control) for Closure.

Trinity Center Boat Launch Improvement Project Page 9 of 35

C.6 Project Access

Representatives of the Department of Boating and Waterways shall be allowed access to all parts of the construction work. Work may not occur between May 21st and September 10th, unless water is below ramp level and/or approved by Contracting Officer. All roads for the project may be closed to traffic during construction. The Forest Service shall be given fifteen days prior notice of construction for public notification.

C.7 Sampling and Testing

The contractor will be required to complete all sampling and testing in accordance with the specifications. Sampling and testing does not have a separate pay item. Any cost associated with sampling and testing should be included in the associated bid item.

C.8 Contractor’s Responsibilities

No placement or v-grooving of concrete for boat launching ramp on the Project shall be allowed until the construction contractor demonstrates proficiency in creating a satisfactory v-grooved surface by preparing a concrete test panel measuring no less than 6 feet by 4 feet. A DBW representative must accept the test panel before the construction contractor shall be allowed to place or v-groove concrete for boat launching ramp. Precast boat launching ramp panels are exempt from the test panel requirement, but must also be approved by a DBW representative prior to placement or installation.

Test panels must be adjacent to, but not part of, any ramp work to be completed and must remain accessible until all ramp work is completed and accepted by DBW. Contractor may incorporate test panel into other concrete work (i.e. trash enclosure, etc.)

Contractor and its subcontractors shall not unlawfully discriminate, harass, or allow harassment against any employee who is employed in the work covered by this contract or against any applicant for such employment because of sex, sexual orientation, race, color, ancestry, religious creed, national origin, physical disability (including HIV and AIDS), mental disability, medical condition, age, marital status and denial of family care leave, and that such provisions shall include, but not be limited to: employment, upgrading, promotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training including apprenticeship.

Contractor and its subcontractors shall comply with all air pollution and environmental control rules, regulation, ordinances and statues which apply to the Project and any work performed pursuant to this contract.

C.9 Project Specifications

All Project Specifications for this project are from the Federal Highway Administration’s FP-03 STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS and DEPARTMENT OF BOATING AND WATERWAYS’ LAYOUT, DESIGN AND CONSTRUCTION HANDBOOK FOR SMALL CRAFT BOAT LAUNCHING FACILITIES are part of this solicitation and any resultant contract. The website for the specifications are:

www.wfl.fha.dot.gov/design/specs/fp03.htm https://dbw.parks.ca.gov/pages/28702/files/lramps.pdf

C.10 Special Project Specifications

See attachments in Section J for Forest Service Supplemental Specifications that are specifically associated with this contract. The omission of a Forest Service Specification shall not be cause for a contract modification.

http://www.wfl.fha.dot.gov/design/specs/fp03.htm https://dbw.parks.ca.gov/pages/28702/files/lramps.pdf