Amendment A001.pdf

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

N/A

PAGE

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

A001 01/29/2020 N/A See Block 10

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X 69056719B000016

9B. DATED (SEE ITEM 11)

01/07/2020

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

(__ ) is extended, ( x ) 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 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 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 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

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

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.

N/A

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).

N/A

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

N/A D OTHER (Specify type of modification and authority)

N/A E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

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

OR FWS BKS 2016(1) & OR FWS ANK13588(1), Baskett Slough Headquarters Access Design & Ankeny Hill Nature Center Access

See page 2

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.

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

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 01-29-2020 OR FWS BKS 2016(1) & OR FWS ANK13588(1) Solicitation No. 69056719B000016 Baskett Slough Headquarters Access Design

& Ankeny Hill Nature Center Access

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-7 through A-21. Revises entire bid schedule to remove Breckenridge Panels manufactured by Roseburg Forest Products from the Brand Name or Equal Notification Section.

CONTRACT CLAUSES

CONTRACT CLAUSES

Page C-83. Revises FAR Clauses 52.236-4, Physical Data (Apr 1984).

SPECIAL CONTRACT REQUIREMENTS

Page E-20, Subsection 108.01, Commencement, Prosecution, and Completion of Work.

Revises paragraph (b).

Pages F-26 through F-27, Section 619, Fences, Gates, Cattle Guards and Bollard Posts.

Revises outline and requirements of Subsections 619.03(d); Revises the requirements of Subsection 619.09; and Adds requirements for Subsection 619.10.

Pages F-39 through F-40, Section 646, Roadside Development. Revises the requirements of Subsections 646.03, 646.04, and 646.05.

Pages G-10, Subsection 725.20, Visitor Contract Station Building. Revises paragraph (f).

PLANS

Plan sheet #H.2 Revises Section thru Pier Detail and Adds Note 3.

Plan sheet #H.3 Revises Pier Detail and Adds Note 2.

Plan sheet #J.2 Revises Section thru Pier Detail and Adds Note 3.

Plan sheet #J.3 Revises Pier Detail and Adds Note 2.

Plan sheet #L.1 Revises Elevation Details.

Plan sheet #L.2 Revises Floor Plan, Section A-A and Section B-B..

Notice to Bidders: Please submit revised pages A-7 through A-21 with your bid.

Amendment No. A001, dated 01-29-2020 OR FWS BKS 2016(1) & OR FWS ANK13588(1) Solicitation No. 69056719B000016 Baskett Slough Headquarters Access Design

& Ankeny Hill Nature Center Access

ENCLOSURES

Pages:

A-7 through A-21 C-83 E-20 F-26 through F-27 F-39 through F-40 G-10

Plan Sheets:

H.2 through H.3 J.2 through J.3 L.1 through L.2

Attachments:

A001_AnkenyNatureCenter_100%_Drawings_7-12-2018

A-7

BID SCHEDULE

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a “LPSM” (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the brand name products listed in Section 725 Miscellaneous Material, complete the following: (See FAR Provision 52.211-6, Brand Name or Equal)

For offering on Item No. 64602-2000, BUILDING, SUPPORT BUILDING (VISITOR CONTACT STATION

BUILDING).

Our firm offers in lieu of the brand name specified for Easy-Lock Standing Seam, manufactured by Taylor Metal Products in Section 725 Miscellaneous Material.

Brand:

Manufacturer’s Name:

Our firm offers in lieu of the brand name specified for Breckenridge Panels, manufactured by Roseburg Forest Products in Section 725 Miscellaneous Material.

Brand:

Manufacturer’s Name:

Our firm offers in lieu of the brand name specified for Milgard Essence Series Windows, manufactured by Milgard Manufacturing, Inc. in Section 725 Miscellaneous Material.

Brand:

Manufacturer’s Name:

Include with your bid all documents needed by the Government to determine if the proposed product(s) meets the requirements listed in the appropriate Section. The determination as to the equality of the product(s) offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If a proposed “equal” product(s) is determined by the government to be “not equal”, bid will be considered nonresponsive.

Revised by Amendment A001

Bid Schedule Project No. OR FWS BKS 2016(1) Project Name: Baskett Slough Headquarters Access Design

A-8

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

975 LNFT $____________ $____________

A0140 15801-0000 WATERING FOR DUST CONTROL

1 MGAL $____________ $____________

A0160 20103-0000 CLEARING AND GRUBBING

23,750 SQYD $____________ $____________

A0180 20301-0700 REMOVAL OF DELINEATOR

6 EACH $____________ $____________

A0200 20301-2400 REMOVAL OF SIGN

1 EACH $____________ $____________

A0220 20302-2100 REMOVAL OF PIPE CULVERT

40 LNFT $____________ $____________

A0240 20310-1000 PLUG, EXISTING PIPE

1 EACH $____________ $____________

A0260 20315-0000 SAWCUTTING PAVEMENT

2,800 LNFT $____________ $____________

A0280 20401-0000 ROADWAY EXCAVATION

4,400 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR FWS BKS 2016(1)

Project Name:Baskett Slough Headquarters Access Design Revised by Amendment A001

A-9

A0300 20402-0000 SUBEXCAVATION

1,500 CUYD $____________ $____________

A0320 20404-0000 UNCLASSIFIED BORROW

8,600 TON $____________ $____________

A0340 20701-0900 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE D

12,450 SQYD $____________ $____________

A0360 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

15 CUYD $____________ $____________

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2

5,500 TON $____________ $____________

A0400 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE

1,950 TON $____________ $____________

A0420 30303-3000 ROADWAY RECONDITIONING

200 SQYD $____________ $____________

A0440 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

3,050 TON $____________ $____________

A0460 41105-0000 BLOTTER

5 TON $____________ $____________

A0480 41201-0000 TACK COAT

6 TON $____________ $____________

A0500 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

3,600 SQYD $____________ $____________

A0520 60101-0000 CONCRETE

32 CUYD $____________ $____________

A0540 60201-0600 18-INCH PIPE CULVERT (RCP)

25 LNFT $____________ $____________

A0560 60201-1800 84-INCH PIPE CULVERT

46 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR FWS BKS 2016(1)

A-10

A0580 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (CONCRETE)

1 EACH $____________ $____________

A0600 60704-0000 CLEANING CULVERT IN PLACE

2 EACH $____________ $____________

A0620 61902-0000 GATE (AUTOMATED)

1 EACH $____________ $____________

A0640 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

A0660 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

A0680 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

A0700 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

A0720 62301-0000 GENERAL LABOR

10 HOUR $____________ $____________

A0740 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

A0760 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

A0780 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

8,250 SQYD $____________ $____________

A0800 62511-2000 SEEDING, HYDRAULIC METHOD

10,150 SQYD $____________ $____________

A0820 63301-0000 SIGN SYSTEM

6 EACH $____________ $____________

A0840 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR FWS BKS 2016(1)

A-11

A0860 63308-0000 OBJECT MARKER

2 EACH $____________ $____________

A0880 63309-0000 DELINEATOR

14 EACH $____________ $____________

A0900 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

A0920 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID (WHITE)

8,400 LNFT $____________ $____________

A0940 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID (YELLOW)

11,750 LNFT $____________ $____________

A0960 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN (YELLOW)

2,400 LNFT $____________ $____________

A0980 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TURN ARROW, TYPE B-HS,

PRE-FORMED, FUSED THERMO-PLASTIC FILM)

5 EACH $____________ $____________

A1000 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A1020 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

160 EACH $____________ $____________

A1040 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

2 EACH $____________ $____________

A1060 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

3,200 LNFT $____________ $____________

A1080 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS (TYPE B, SOLID

YELLOW)

6,686 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR FWS BKS 2016(1)

A-12

A1100 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS (TYPE B, SOLID

WHITE)

6,708 LNFT $____________ $____________

A1120 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

6,216 LNFT $____________ $____________

A1140 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

505 SQFT $____________ $____________

A1160 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

60 DAY $____________ $____________

A1180 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

700 FXHR $59.00 $41,300.00

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR FWS BKS 2016(1)

A-13

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

Y0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

Y0080 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

Y0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

60 LNFT $____________ $____________

Y0160 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y0180 20103-0000 CLEARING AND GRUBBING

3,600 SQYD $____________ $____________

Y0200 20301-1900 REMOVAL OF PIPE CULVERT

1 EACH $____________ $____________

Y0220 20301-2400 REMOVAL OF SIGN

1 EACH $____________ $____________

Y0240 20401-0000 ROADWAY EXCAVATION

500 CUYD $____________ $____________

Y0260 20411-0000 SELECT BORROW

1,200 TON $____________ $____________

Y0280 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

5 CUYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:OR FWS BKS 2016(1)

A-14

Y0300 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,000 TON $____________ $____________

Y0320 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

350 TON $____________ $____________

Y0340 41101-1000 PRIME COAT, METHOD 1

1.0 TON $____________ $____________

Y0360 41201-0000 TACK COAT

1.0 TON $____________ $____________

Y0380 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

130 SQYD $____________ $____________

Y0400 60201-0600 18-INCH PIPE CULVERT

45 LNFT $____________ $____________

Y0420 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

Y0440 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

175 LNFT $____________ $____________

Y0460 60915-1000 WHEELSTOP, CONCRETE

7 EACH $____________ $____________

Y0480 61501-0100 SIDEWALK, CONCRETE

120 SQYD $____________ $____________

Y0500 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

5 HOUR $____________ $____________

Y0520 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

5 HOUR $____________ $____________

Y0540 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

5 HOUR $____________ $____________

Y0560 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

5 HOUR $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:OR FWS BKS 2016(1)

A-15

Y0580 62301-0000 GENERAL LABOR

10 HOUR $____________ $____________

Y0600 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

1,250 SQYD $____________ $____________

Y0620 63301-0000 SIGN SYSTEM

2 EACH $____________ $____________

Y0640 63308-0000 OBJECT MARKER

2 EACH $____________ $____________

Y0660 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

Y0680 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

225 LNFT $____________ $____________

Y0700 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

850 LNFT $____________ $____________

Y0720 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

2 EACH $____________ $____________

Y0740 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

50 FXHR $59.00 $2,950.00

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:OR FWS BKS 2016(1)

A-16

Z0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Z0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

Z0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

3 EACH $____________ $____________

Z0080 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

Z0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Z0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Z0140 15702-5000 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

ALL LPSM $___LPSM_____ $____________

Z0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

3,350 LNFT $____________ $____________

Z0180 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Z0200 20103-0000 CLEARING AND GRUBBING

23,000 SQYD $____________ $____________

Z0220 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

Z0240 20301-2400 REMOVAL OF SIGN

5 EACH $____________ $____________

Z0260 20302-0700 REMOVAL OF FENCE

160 LNFT $____________ $____________

Z0280 20304-5000 REMOVAL OF BUILDING (RESTROOM AND DECOMISSION VAULT TOILET)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:OR FWS BKS 2016(1)

A-17

Z0300 20401-0000 ROADWAY EXCAVATION

4,300 CUYD $____________ $____________

Z0320 20411-0000 SELECT BORROW

2,750 TON $____________ $____________

Z0340 20701-0900 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE D

5,300 SQYD $____________ $____________

Z0360 21101-1000 ROADWAY OBLITERATION, METHOD 1

270 SQYD $____________ $____________

Z0380 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

10 CUYD $____________ $____________

Z0400 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,250 TON $____________ $____________

Z0420 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE

1,650 TON $____________ $____________

Z0440 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

760 TON $____________ $____________

Z0460 41101-1000 PRIME COAT, METHOD 1

2.0 TON $____________ $____________

Z0480 41105-0000 BLOTTER

5 TON $____________ $____________

Z0500 41201-0000 TACK COAT

2.0 TON $____________ $____________

Z0520 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

440 SQYD $____________ $____________

Z0540 60103-0000 CONCRETE, HEADWALL (AND WINGWALLS)

2 EACH $____________ $____________

Z0560 60201-0400 12-INCH PIPE CULVERT (PVC)

30 LNFT $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:OR FWS BKS 2016(1)

A-18

Z0580 60201-0600 18-INCH PIPE CULVERT

50 LNFT $____________ $____________

Z0600 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

Z0620 60212-0600 ELBOW, 18-INCH

1 EACH $____________ $____________

Z0640 60220-3000 10 FEET SPAN, 5 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

38 LNFT $____________ $____________

Z0660 60403-1900 INLET, FLH TYPE 6B

1 EACH $____________ $____________

Z0680 60501-0000 STANDARD UNDERDRAIN SYSTEM (BIOSWALE)

150 LNFT $____________ $____________

Z0700 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

350 LNFT $____________ $____________

Z0720 60915-1000 WHEELSTOP, CONCRETE

25 EACH $____________ $____________

Z0740 61501-0100 SIDEWALK, CONCRETE

400 SQYD $____________ $____________

Z0760 61902-0000 GATE (AUTOMATED)

1 EACH $____________ $____________

Z0780 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Z0800 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

Z0820 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:OR FWS BKS 2016(1)

A-19

Z0840 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Z0860 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

Z0880 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

9,400 SQYD $____________ $____________

Z0900 62632-0000 PLANTINGS

ALL LPSM $___LPSM_____ $____________

Z0920 63301-0000 SIGN SYSTEM

3 EACH $____________ $____________

Z0940 63308-0000 OBJECT MARKER

6 EACH $____________ $____________

Z0960 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

110 LNFT $____________ $____________

Z0980 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

3,000 LNFT $____________ $____________

Z1000 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

11 EACH $____________ $____________

Z1020 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

20 EACH $____________ $____________

Z1040 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

250 SQFT $____________ $____________

Z1060 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

50 FXHR $59.00 $2,950.00

Z1080 63601-2000 SYSTEM INSTALLATION, LIGHTING

ALL LPSM $___LPSM_____ $____________

Z1100 63640-0600 RELOCATE COMMUNICATION LINE

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:OR FWS BKS 2016(1)

A-20

Z1120 63640-0700 RELOCATE ELECTRICAL LINE (AND UTILITY BOX)

ALL LPSM $___LPSM_____ $____________

Z1140 64602-2000 BUILDING, SUPPORT BUILDING (VISITOR CONTACT STATION BUILDING)

ALL LPSM $___LPSM_____ $____________

Z1160 64620-0300 REMOVE AND RESET BENCH

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:OR FWS BKS 2016(1)

A-21

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base (A-8 through A-12)

Schedule Y - Option (A-13 through A-15)

Schedule Z - Option (A-16 through A-20)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:OR FWS BKS 2016(1)

C - 83

Contract Clauses OR FWS BKS 2016(1), Baskett Slough Headquarters Access Design & OR FWS ANK13588(1), Ankeny Hill Nature Center Access including all exploratory work done by the Government, as well as from the drawings and specifications made a part of this contract. Any failure of the Contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expense to the Government.

(b) The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless that understanding or representation is expressly stated in this contract.

52.236-4 Physical Data (Apr 1984)

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by: N/A..

(b) Weather conditions: N/A.

(c) Transportation facilities: N/A.

(d) Geotechnical data, design data, and environmental information consisting of the following, will be posted with the solicitation.

A001_AnkenyNatureCenter_100%_Drawings_7-12-2018 52.236-5 Material and Workmanship (Apr 1984)

(a) All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

(b) The Contractor shall obtain the Contracting Officer’s approval of the machinery and mechanical and other equipment to be incorporated into the work. When requesting approval, the Contractor shall furnish to the Contracting Officer the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the machinery and mechanical and other equipment. When required by this contract or by the Contracting Officer, the Contractor shall also obtain the Contracting Officer’s approval of the material or articles which the Contractor contemplates incorporating into the work. When requesting approval, the Contractor shall provide full information

F-26 DIVISION 600

Special Contract Requirements Project: OR FWS BKS 2016(1), Baskett Slough Headquarters Access Design & OR FWS ANK 13588(1), Ankeny Hill Nature Center Access

Section 619. — FENCES, GATES, CATTLE GUARDS AND

BOLLARD POSTS

Material

619.02 Add the following:

Foundation Fill 704.01 Automated Gate System 725.19

Construction Requirements

619.03 Fences and Gates. Add the following:

(d) Automated Gate. Construct gate support and gate frame as shown in the plans outside of the public right-of-way. Install metal gate frame and fittings to gate support. Firmly attach the fittings to the posts and gates. Set the gate in an approximately horizontal plane. Set the gate so it swings freely inward and fastens securely to the gate actuator. Set double gates and their respective pintles to provide a common horizontal plane in which each single gate swings.

Submit scale drawing of the custom cut pattern panel template for the CO’s approval 14 days prior to fabrication.

Submit specifications of proposed automated gate system for CO’s approval 28 days prior to delivering the gate system to the project.

The company installing the approved automated gate system must have five years of experience installing comparable gate systems. Submit qualifications to the CO for approval.

Provide an ASTM F 2200 and UL-325, Class II compliant Automated Gate System with the following; and install gate opener to ensure constant, reliable and safe operation.

(1) Includes a solar powered actuator.

(2) Allows hand held remote radio controlled operation and include two hand held remotes.

(3) Includes induction loop or other means to prevent gate from closing when vehicle is obstructing the entrance.

(4) Include a solar powered control box with keypad that allows opening or closing the gate with a numeric password. Provide a well-sealed control box that is vandal and wildlife resistant.

(5) Allows programmable opening and closures times.

(6) Allows for a lock-open function for emergency, and Refuge operations.

(7) Includes free exit feature.

F-27 DIVISION 600

Project: OR FWS BKS 2016(1), Baskett Slough Headquarters Access Design & OR FWS ANK 13588(1), Ankeny Hill Nature Center Access

Provide written documentation from gate actuator manufacturer that the model proposed for use is adequate for the size and weight of the gate.

Provide written documentation from a Professional Engineer licensed in the state of Oregon stating the foundation design provided in the plans is adequate to support the gate; or recommend the modifications required.

Install the gate actuator, control box/key pad, and all other associated accessories per the manufacturer’s specifications and recommendations. Follow all applicable regulations and codes connecting power to the gate.

Provide the CO with all operation and maintenance manuals.

Fully test and demonstrate the successful operation of the automated gate system.

Excavate to foundation grade, construct bedding, and place foundation fill as required, according to Section 209.

Powder coat the aluminum frame, gate frame and custom cut aluminum pattern panel a textured rust color matching Cardinal Industrial Finishes, Color Chart T091-BR47, as approved by the CO. Powder coat the perforated aluminum panel a textured gray color matching Cardinal Industrial Finishes, Color Chart T243-GR522, as approved by the CO. Powder coat per manufacturer’s recommendations. Submit the name of the powder coating manufacturer, color name, and color samples to the CO for approval at least 14 days prior to application.

Construct concrete cores according to the applicable requirements of Sections 554 and 601.

Construct stone masonry veneer according to Section 620.

619.09 Acceptance. Add the following:

Materials for automated gate systems will be evaluated under Subsections 106.02, 106.03, and 106.04.

Construction and assembly of the automated gate systems will be evaluated under Subsection

106.02 and 106.04.

Concrete core work for gate will be evaluated under Sections 554 and 601.

Excavation to for gate support foundation grade, as well as material and construction of foundation fill will be evaluated under 209.

Construction of stone masonry veneer will be evaluated under Section 620.

Construction Requirements

619.10 Add the following:

Do not measure foundation fill, bedding, concrete, reinforcing steel, or stone masonry for payment.

F-39 DIVISION 600

Project: OR FWS BKS 2016(1), Baskett Slough Headquarters Access Design & OR FWS ANK 13588(1), Ankeny Hill Nature Center Access

Section 646. — ROADSIDE DEVELOPMENT

(ADDED SECTION)

08/01/14–FP14

Description

646.01 This work consists of designing and constructing the Visitor Contact Station Building near the overflow parking area.

Material

646.02 Conform to the following Subsections:

Foundation Fill 704.01 Visitor Contact Station Building 725.20

Construction Requirements

646.03 Visitor Contact Station Building Design. Design the bedding, reinforced concrete slab and foundation, and a building for the Visitor Contact Station Building as shown in Plans. The building design layouts shown in the Plans is intended to provide a concept for the final design.

The Plans do not attempt to show complete details required for construction.

Match the following features of the existing Nature Center Building: wood-frame construction, metal roof, gable roof pitch, bat and board siding cedar plywood siding with cedar battens, cedar trim, and paint/stain colors.

Include power to the building from the Nature Center Building for four electrical outlets.

Prepare the design under the responsible charge of a Professional Architect registered in the State of Oregon and in accordance with local building codes. Submit the design plans and specifications to the CO for review and approval at least 45 days prior to construction of the building.

Obtain any necessary building permits and submit them to the CO prior to construction of the building.

Excavate to foundation grade, and place foundation fill as required, according to Section 209.

Construct the concrete slab foundation on foundation fill according to Section 209.

Acid stain the top surface of the concrete slab to color match the existing concrete at the Nature Center Building, as approved by the CO. Apply stain per manufacturer’s recommendations.

Submit the name of the stain manufacturer, color name, and color samples to the CO for approval at least 14 days prior to application.

Construct bedding, reinforced concrete slab and foundation, and the building according to the approved plans and specifications. Upon completion of the work, submit “as built” drawings to the CO.

F-40 DIVISION 600

Project: OR FWS BKS 2016(1), Baskett Slough Headquarters Access Design & OR FWS ANK 13588(1), Ankeny Hill Nature Center Access

646.04 Acceptance. Materials for and construction of bedding material, concrete, reinforcing steel, and the The Visitor Contact Station Building will be evaluated under Subsections 106.02, 106.03, and 106.04; and the approved plans and specifications.

Excavation to for the concrete slab foundation grade will be evaluated under 209.

Minor concrete will be evaluated under Section 601.

Foundation fill material and construction will be evaluated under Section 209.

Measurement

646.05 Measure the Section 646 items listed in the bid schedule according to Subsection 109.02.

Do not measure foundation fill, bedding, concrete, or reinforcing steel for payment.

Payment

646.06 The accepted quantities will be paid at the contract price per unit of measurement for the Section 646 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

G-10 DIVISION 700

Project: OR FWS BKS 2016(1), Baskett Slough Headquarters Access Design & OR FWS ANK 13588(1), Ankeny Hill Nature Center Access

(f) Cedar Plywood Siding with Cedar Battens. Provide 48” x 96” exterior grade plywood siding panels that are at least 7/16” thick, with a no-groove cedar texture finish; 5/4” x 2” cedar battens spaced as shown on the plans; with all exterior surfaces painted to match the color of the Nature Center Building plywood siding. Exterior hardwood plywood paneling: This is called out as “cedar” plywood in the plans, but is actually not cedar. Furnish “Breckenridge” panels manufactured by Roseburg Forest Products or approved equal. Provide panels with Douglas Fir core with a hardwood veneer finish. Carefully match veneers for color. Five ply 19/32” thickness. Provide finish color to match the Nature Center Building plywood siding.

(g) Window frames: Furnish douglas fir; AWI Custom Grade; smooth surface texture. Provide exterior finish color to match the exterior trim and provide interior clear varathane satin finish.

(h) Windows: Furnish Milgard Essence 9200 Series windows with 1-3/8” nail fin setback or approved equal. Furnish windows which match the performance requirements, tolerances, and product requirements (materials, wood treatment, construction, exterior finish, hardware, glazing, screens, weather stripping, and fabrication) of the windows at the Nature Center Building, including the following:

(1) Materials: Douglas Fir, clear, mixed grain, finger jointed, unfinished.

(2) Wood Treatment: Factory applied clear chemical water repellant and preservative.

(3) Construction: Machined corners, mechanically fastened and glued for weather tight fit.

(4) Exterior Finish System: Multi-chambered fiberglass pultrusion frames in color to match exterior trim.

(5) Hardware: Manufacturer’s standard locks, hinges, and operators in brushed chrome finish.

(6) Glazing: Bird protection glass insulating units with Low E, U-Value of 0.25, and shading coefficient of 0.50.

(7) Screens: Manufacturer’s standard prefinished aluminum sash and aluminum screen unit.

(8) Weatherstripping: Manufacturer’s standard type. Provide around perimeter of each operating window section. Maximum air infiltration of 0.5 cfm per lineal foot of sash crack.

(i) Metal doors and frames: Furnish shop fabricated, insulated metal doors and shop assembled or field assembled steel frames of standard profiles and measurements which match the exterior bathroom doors of the Nature Center. Furnish doors and frames that conform to ASTM A366, ASTM A525, ASTM A569, and ASTM A591, as applicable. Furnish Level 2, Model 1, heavy duty 1.75” steel doors as defined by the Steel Door Institute (SDI). Doors, door supports and anchors shall be fabricated of not less than 18 gage galvanized sheet steel. Doors shall have a solid foam core. Inserts, bolts, and fasteners shall comply with ASTM A153, class C or D, as applicable and shall be galvanized. Furnish fully welded, 14 gage, 2” standard width door frames.

SECTION THRU GATESECTION THRU PIER

H.2

TYPICAL SECTION

PIER AND GATE

NOTES:

3.

by the CO in the field.

Final location of electical conduit(s) for keypad as approved bedding material

STATE PROJECT

NUMBER

SHEET

OR FWS ANK 13588(1)

A

M

J a n u a r y

J

T r u jl ll o

E

T y s n

C h e c k e d b y

D e s ig n e d b y

OPTION Z

Powder coat perforated panel a textured gray color.2.

custom cut pattern panel a textured rust color.

Powder coat aluminum frame, gate frame, and1.

V a r ie s

NO SCALE

m in

Stone masonry veneer, 3-inch thick for keypad - 1" min.

Electrical conduit

#4 rebar @ 18" O.C.

Ground level

Entering refuge

Aluminum frame to secure panels

Aluminum 3003-H14 fabricated from 0.125" sheet

Perforated aluminum panel;

" x 0.190"2

" x 32

Aluminum 6063-T52, 2

Gate frame;

6-inch Foundation fill

(4) #5 verts

#4 hoops 24" O.C. horizontal oncrete coreC hinge support

Steel post &

Aluminum 6061-T6, fabricated from 0.125" sheet

Aluminum custom cut pattern panel;

PIER PLAN

ENTRY GATE

PIER DETAIL

PIER AND GATE DETAILS

H.3

OPTION Z

REST POST DETAIL

FOOTNOTE:

[4] [5]

[3]

[2]

[3]

[1]

Northeast

Southeast bedding material

2. Final location of key pad(s) as approved by the CO in the field.

SHEET

OR FWS ANK 13588(1)

P

J a n u a r y

T r u jl

T y s e c k e d b y

D e s ig n e d b y cut pattern panel to frame.

Submit attachment detail for perforated panel and custom[5]

Pattern provided by the CO.[4]

Submit hinge design for approval.[3]

Provide rest post on west side of each pier. [2] to allow engraving of user instructions at a later date.

Install removable aluminum plate 3" tall x width of key pad[1]

3'-0"

NOTE:

LC

NO SCALE

Ground level

3'-0"

Metal pattern artwork to be supplied by USFW.1.

ELEVATION

coat - dark brown

Gate frame - powder

3'-0"32'-0"3'-0"

1'-3" 1'-3" veneer over concrete core

Stone masonry

Contractor designed hinge plate instruction

Removable

6"

Ground level

Gate frame fully embed in pier

Steel post & hinge support

1'-0" 2'-0" pattern panels not shown

Perforated aluminum and vertical members

Equally space

Pier, typ veneer not shown

Stone masonry

2'-6"

Contractor designed hinge veneer not shown

Stone masonry

SQUARE

3'-0" powder coat textured rust

2" x 2" x 0.190" post;

Aluminum 6063-T52

Minor concrete

6-inch Foundation fill

South pier

West face of

Key pad behind aluminum custom cut pattern panel

Perforated aluminum panel

SECTION THRU GATESECTION THRU PIER

TYPICAL SECTION

PIER AND GATE

NOTES:

J.2

3.

by the CO in the field.

Final location of electical conduit(s) for keypad as approved bedding material

SHEET

OR FWS BKS 2016(1)

A

J a n u a r y

T r u jl

T y s e c k e d b y

D e s ig n e d b y

Powder coat perforated panel a textured gray color.2.

cut pattern panel a textured rust color.

Powder coat aluminum frame, gate frame, and custom1.

V a r ie s

NO SCALE

m in

Stone masonry veneer, 3-inch thick for keypad - 1" min.

Electrical conduit

#4 rebar @ 18" O.C.

Ground level

Entering refuge

Aluminum frame to secure panels

Aluminum 3003-H14 fabricated from 0.125" sheet

Perforated aluminum panel;

" x 0.190"2

" x 32

Aluminum 6063-T52, 2

Gate frame;

6-inch Foundation fill

(4) #5 verts

#4 hoops 24" O.C. horizontal oncrete coreC hinge support

Steel post &

Aluminum 6061-T6, fabricated from 0.125" sheet

Aluminum custom cut pattern panel;

PIER PLAN

ENTRY GATE

PIER DETAIL

PIER AND GATE DETAILS

J.3

REST POST DETAIL

FOOTNOTE:

[4] [5]

[3]

[2]

[3]

[1] bedding material

2.

Revised by Amendment A001

Southwest

Northwest

Final location of key pad(s) as approved by the CO in the field.

SHEET

OR FWS BKS 2016(1)

J a n u a r y

T r u jl

T y s e c k e d b y

D e s ig n e d b y panel to frame.

Submit attachment detail for perforated panel and custom cut pattern[5]

Pattern provided by the CO.[4]

Submit hinge design for approval.[3]

Provide rest post on west side of each pier. [2] to allow engraving of user instructions at a later date.

Install removable aluminum plate 3" tall x width of key pad[1]

3'-0"

NOTE:

LC

NO SCALE

Ground level

3'-0"

Metal pattern artwork to be supplied by USFW.1.

ELEVATION

coat - dark brown

Gate frame - powder

3'-0"34'-0"3'-0"

1'-3" 1'-3" veneer over concrete core

Stone masonry

Contractor designed hinge plate instruction

Removable

6"

Ground level

Gate frame fully embed in pier

Steel post & hinge support

1'-0" 2'-0" pattern panels not shown

Perforated aluminum and vertical members

Equally space

Pier, typ veneer not shown

Stone masonry

2'-6"

Contractor designed hinge veneer not shown

Stone masonry

SQUARE

3'-0" powder coat textured rust

2" x 2" x 0.190" post;

Aluminum 6063-T52

Minor concrete

6-inch Foundation fill

South pier

West face of

Key pad behind aluminum custom cut pattern panel

Perforated aluminum panel

LEFT SIDE

ELEVATION

REAR

ELEVATION

RIGHT SIDE

ELEVATION

FRONT

ELEVATION

PLAN

PLAN & ELEVATIONS

STATION BUILDING

VISITOR CONTACT

NOTES:

Top of

Revised by Amendment A001

Top of

Top of top slab.

shown on Sheet D.12 are 6" below the top of concrete

2. Elevations for the graded building site pad that are

L.1

STATE PROJECT

NUMBER

SHEET

OR FWS ANK 13588(1)

J a n u a r y

C h e c k e d b y

D e s ig n e d b y

28'-0"

5/4"x6" (typ) Cedar trim

5/4"x6" (typ) Cedar trim battens at 12" o.c.

siding with cedar Cedar plywood battens at 12" o.c.

siding with cedar Cedar plywood

Cedar fascia

Cedar fascia

Front

See sheet D.11 parking lot area Overflow

See Sheet D.12 El.= 251.05' (top of slab)

E=7,536,943.70

N=424,119.55

6" Concrete slab

6" Concrete slab

5/4"x6" (typ) Cedar trim battens at 12" o.c.

siding with cedar Cedar plywood fastener metal roofing Prefinished, consealed

6" Concrete slab

4'-0"16'-0"8'-0" fastener metal roofing Prefinished, consealed

5/4"x6" (typ) Cedar trim battens at 12" o.c.

siding with cedar Cedar plywood

6" Concrete slab

4'-0"20'-0"4'-0"

4'-0"20'-0"4'-0"

8'-0"16'-0"4'-0" and construction of the building. See Section 646.

conceptual. The Contractor is responsible for final design

1. The Visitor Contact Station Center Building design is

M in .1

M in

M in . 1

M in

FLOOR PLAN & SECTIONS

STATION BUILDING

VISITOR CONTACT

SECTION A-A

SECTION B-B

Code

Insulated Steel

Insulated Steel

Construction

Hollow Steel

Hollow Steel

Frame

Metal Enamel

Metal Enamel

FinishSize

Pair: 3'-0"x7'-0"x13 4"

3'-0"x7'-0"x13 4"

DOOR SCHEDULE

Code

Slider

Type

Tempered, insulated

GlassSize

3'-0"x3'-6"

WINDOW SCHEDULE

Note: Trims doors as approved by owner.

Note: Case and trims windows as approved by owner.

2 3

B

B

AA

FLOOR PLAN

and foundation min.

bedding

Revised by Amendment A001 and foundation min.

bedding and foundation

L.2

STATE PROJECT

NUMBER

SHEET

OR FWS ANK 13588(1)

J a n u a r y

C h e c k e d b y

D e s ig n e d b y at 12" o.c.

with battens

Cedar siding concrete slab

6" min. Reinforced

Stem wall with anchors, typ.

4'-0"

Trusses, typ.

aggregate

6" Crushed

6"6" concrete slab 6" min. Reinforced

Awning post, typ.

Front fastener metal roofing Prefinished, consealed

Bird blocking, typ.

Cedar fascia concrete slab

6" min. Reinforced at 12" o.c.

with battens

Cedar siding aggregate

6" Crushed typ.

Gypsum, typ.

Insulation, 4'-0"6'-0"10'-0"8'-0"

20'-0"4'-0"

4'-0"14'-6"5'-6"4'-0"

4'-0"5'-0"8'-0"7'-0"4'-0"

28'-0"