A001_Nisqually.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 11/22/13 N/A WA PRA MORA 14(6)

NISQUALLY TO PARADISE ROAD,

PHASE I

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

DTFH70-13-B-00014

9B. DATED (SEE ITEM 11)

11/1/2013

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.)

WA PRA MORA 14(6), NISQUALLY TO PARADISE ROAD, PHASE I

See page 2 for revisions.

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 11-22-13 WA PRA MORA 14(6) Solicitation No. DTFH70-13-B-00014 Nisqually to paradise Road, Phase I

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-14 Revises bid item 63401-0300 Pavement Markings, Type B, Solid Yellow quantity to 278,700 lnft Page A-14 Adds bid item 63405-0550 Pavement Markings, Type B, Straight Arrow Page A-15 Adds bid item 63502-3100 Temporary Traffic Control, Traffic Signal System Page A-15 Revises bid item 63504-1000 Temporary Traffic Control, Construction Sign quantity to 740 sqft Page A-23 Revises bid item 63401-0300 Pavement Markings, Type B, Solid Yellow quantity to 242,300 lnft Page A-23 Adds bid item 63405-0550 Pavement Markings, Type B, Straight Arrow Page A-23 Adds bid item 63502-3100 Temporary Traffic Control, Traffic Signal System Page A-24 Revises bid item 63504-1000 Temporary Traffic Control, Construction Sign quantity to 740 sqft

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision E-5 104.05 Load Restrictions Revises MP E-22 107.11(r) & (t) Protection of Forest, Parks and

Public Lands Revises typos

E-24 108.01(c) Commencement, Prosecution, and Completion of Work

Revises speed

F-3 203.04(a) Removing Material Adds sentence F-4 203.04(b) Removing Material Revises (1) F-56 552.02 Material Adds item F-62 602.03 General Revises paragraph F-80 Material Revises letter

PLANS

Plan sheet #B.4 Revises quantity for bid item 63401-0300 Pavement Markings, Type B, Solid Yellow

Plan sheet #B.4 Adds bid item 63405-0550 Pavement Markings, Type B, Straight Arrow

Plan sheet #B.4 Adds bid item 63502-3100 Temporary Traffic Control, Traffic Signal System

Plan sheet #B.5 Revises quantity for bid item 63504-1000 Temporary Traffic Control, Construction Sign

Plan sheet #B.10 Revises quantity for bid item 63401-0300 Pavement Markings, Type B, Solid Yellow

Plan sheet #B.10 Adds bid item 63405-0550 Pavement Markings, Type B, Straight Arrow

Notice to Bidders: Please submit revised pages A-7 through A-25 with your bid.

Amendment No. A001, dated 11-22-13 WA PRA MORA 14(6) Solicitation No. DTFH70-13-B-00014 Nisqually to paradise Road, Phase I

Plan sheet #B.10 Adds bid item 63502-3100 Temporary Traffic Control, Traffic Signal System

Plan sheet #B.11 Revises quantity for bid item 63504-1000 Temporary Traffic Control, Construction Sign

Plan sheet #B.12 Adds sheet Plan sheet #C.3 Adds Typical Section and Footnote 3 Plan sheet #C.5 Adds Note Plan sheet #L.1 Adds 63502-3100 Temporary Traffic Control, Traffic Signal

System Plan sheet #M.1 Revises 63401-0300 Pavement Markings, Type B, Solid Yellow quantity Adds 63405-0550 Pavement Markings, Type B, Straight Arrow Plan sheet #M.3 Adds through lane-use arrow detail

PLANS - PEN AND INK CHANGES

Please make the following pen & ink changes:

Plan sheet #A.2: Revise B. Summaries from “B.1 – 10” to “B.1 – 12” Plan sheets #F.2 through F.4: Revise Note #1 changing “with” to “within”

ENCLOSURES

Pages:

A-7 through A-25 E-5 E-22 E-24 F-3 & F-4 F-54 F-56 F-62 F-80

Plan Sheets:

B.4 & B.5 B.10 through B.12 C.3 C.5 L.1 M.1 M.3

Plan sheets not included due to Pen and Ink changes:

A.2 F.2 through F.4

A - 7

Bidders 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.

Bid Schedule

Project No:WA PRA MORA 14(6)

Project Name:Nisqually - Paradise Road, Phase I

A - 8

Amendment 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 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

3,200 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

4,500 LNFT $____________ $____________

A0160 15801-0000 WATERING FOR DUST CONTROL

600 MGAL $____________ $____________

A0180 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

A0200 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

A0220 20301-1900 REMOVAL OF PIPE CULVERT

4 EACH $____________ $____________

A0240 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , HEADWALL CONDUIT

13 EACH $____________ $____________

A0260 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , ELECTRICAL

TRANSCLOSURE

7 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0280 20302-0400 REMOVAL OF CURB, ASPHALT

4,100 LNFT $____________ $____________

A0300 20302-0500 REMOVAL OF CURB, CONCRETE

330 LNFT $____________ $____________

A0320 20302-0625 REMOVAL OF CURB, LOG

370 LNFT $____________ $____________

A0340 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER , Kautz Creek

160 LNFT $____________ $____________

A0360 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

22 SQYD $____________ $____________

A0380 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

254 SQYD $____________ $____________

A0400 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A0420 20304-7000 REMOVAL OF UTILITY CONDUITS , KAUTZ CREEK BRIDGE

ALL LPSM $___LPSM_____ $____________

A0440 20304-7000 REMOVAL OF UTILITY CONDUITS , TAHOMA CREEK BRIDGE

ALL LPSM $___LPSM_____ $____________

A0460 20402-0000 SUBEXCAVATION

4,026 CUYD $____________ $____________

A0480 20410-0000 SELECT BORROW

2,450 CUYD $____________ $____________

A0500 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

6,203 SQYD $____________ $____________

A0520 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B , Kautz Creek Armor

5,219 SQYD $____________ $____________

A0540 20703-1000 GEOGRID, UNIAXIAL

16,480 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0560 20703-2000 GEOGRID, BIAXIAL

4,858 SQYD $____________ $____________

A0580 21101-1000 ROADWAY OBLITERATION, METHOD 1

1,273 SQYD $____________ $____________

A0600 25101-4000 PLACED RIPRAP, CLASS 4

270 CUYD $____________ $____________

A0620 25101-4000 PLACED RIPRAP, CLASS 4 , Kautz Creek Armor

4,589 CUYD $____________ $____________

A0640 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE ,

Ricksecker Point

640 SQFT $____________ $____________

A0660 30302-1000 DITCH RECONDITIONING

20,000 LNFT $____________ $____________

A0680 30302-3000 SHOULDER AND DITCH RECONDITIONING

700 LNFT $____________ $____________

A0700 30303-2000 AGGREGATE SURFACE RECONDITIONING

1,049 SQYD $____________ $____________

A0720 30503-0000 AGGREGATE-TOPSOIL COURSE

950 CUYD $____________ $____________

A0740 30802-2000 ROADWAY AGGREGATE, METHOD 2

200 TON $____________ $____________

A0760 31001-0000 RECYCLED AGGREGATE BASE , 5" COMPACTED DEPTH

10,617 SQYD $____________ $____________

A0780 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE I ROUGHNESS)

12,500 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0820 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

130 TON $____________ $____________

A0860 40301-0000 HOT ASPHALT CONCRETE PAVEMENT , WEDGE AND LEVELING COURSE

3,990 TON $____________ $____________

A0880 40401-0000 MINOR HOT ASPHALT CONCRETE

2,440 TON $____________ $____________

A0900 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

80 TON $____________ $____________

A0920 41301-0000 ASPHALT PAVEMENT MILLING , 10-INCH DEPTH

4,252 SQYD $____________ $____________

A0940 41301-0000 ASPHALT PAVEMENT MILLING , 1 TO 3-INCH DEPTH

14,634 SQYD $____________ $____________

A0960 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

2,133 SQYD $____________ $____________

A0980 55207-0000 REPAIR CONCRETE , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

A1000 55210-0000 SEAL CONCRETE SURFACE

424 SQYD $____________ $____________

A1020 55221-0000 EXPANSION JOINT REPAIR , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

A1040 55221-0000 EXPANSION JOINT REPAIR , Kautz Creek Bridge

ALL LPSM $___LPSM_____ $____________

A1060 55901-2000 MEMBRANE WATERPROOFING, TYPE 2

22 SQYD $____________ $____________

A1080 56301-2000 PAINTING, STEEL STRUCTURE , Kautz Creek Bridge

ALL LPSM $___LPSM_____ $____________

A1100 56301-2000 PAINTING, STEEL STRUCTURE , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1120 60201-0600 18-INCH PIPE CULVERT

180 LNFT $____________ $____________

A1140 60201-0800 24-INCH PIPE CULVERT

830 LNFT $____________ $____________

A1160 60201-1000 36-INCH PIPE CULVERT

32 LNFT $____________ $____________

A1180 60201-2400 132-INCH PIPE CULVERT

72 LNFT $____________ $____________

A1200 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

62 LNFT $____________ $____________

A1220 60404-1000 CATCH BASIN, TYPE 1

1 EACH $____________ $____________

A1240 60501-0000 STANDARD UNDERDRAIN SYSTEM

3,509 LNFT $____________ $____________

A1260 60704-0000 CLEANING CULVERT IN PLACE

73 EACH $____________ $____________

A1280 60706-0000 CLEANING DRAINAGE STRUCTURE STONE MASONRY HEADWALL

54 EACH $____________ $____________

A1300 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH

630 LNFT $____________ $____________

A1320 60901-7000 CURB, LOG

490 LNFT $____________ $____________

A1340 61102-2900 6-INCH WATERLINE, GALVANIZED STEEL

3 LNFT $____________ $____________

A1360 61501-0100 SIDEWALK, CONCRETE

112 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1380 61501-0700 SIDEWALK, DECOMPOSED GRANITE

230 SQYD $____________ $____________

A1400 61501-0900 SIDEWALK, STONE

2 SQYD $____________ $____________

A1420 61502-1000 DRIVE PAD, CONCRETE

57 SQYD $____________ $____________

A1440 61701-4400 GUARDRAIL SYSTEM SBLG , LG

270 LNFT $____________ $____________

A1460 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

A1480 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

5 EACH $____________ $____________

A1500 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

A1520 62013-2000 STONE MASONRY WALL VENEER

50 SQYD $____________ $____________

A1540 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

15 EACH $____________ $____________

A1560 62031-0000 REPOINT STONE MASONRY (HEADWALL)

500 SQFT $____________ $____________

A1580 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

200 HOUR $____________ $____________

A1600 62201-0350 BACKHOE

300 HOUR $____________ $____________

A1620 62301-0000 GENERAL LABOR

400 HOUR $____________ $____________

A1640 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH , Kautz Creek Armor

5,219 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1660 62516-1000 MULCHING, DRY METHOD , WOOD STRAND

1,500 SQYD $____________ $____________

A1680 62516-2000 MULCHING, HYDRAULIC METHOD

36,538 SQYD $____________ $____________

A1700 63318-1000 SNOWPOLE HOLDER

30 EACH $____________ $____________

A1720 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE

285,700 LNFT $____________ $____________

A001 A1740 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW

278,700 LNFT $____________ $____________

A1760 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN YELLOW

16,700 LNFT $____________ $____________

A1780 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN WHITE

6,300 LNFT $____________ $____________

A1800 63403-0200 PAVEMENT MARKINGS, TYPE B , CROSSWALK AND STOP BARS

1,200 SQFT $____________ $____________

A001 A1810 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

15 EACH $____________ $____________

A1820 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

A1840 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A1860 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

500 EACH $____________ $____________

A1880 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A1900 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

16 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1920 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

30 EACH $____________ $____________

A001 A1930 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

A1940 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,000 LNFT $____________ $____________

A1960 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

1,500 LNFT $____________ $____________

A1980 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

5,000 LNFT $____________ $____________

A001 A2000 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

740 SQFT $____________ $____________

A2020 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

6.5 MILE $____________ $____________

A2040 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,600 HOUR $____________ $____________

A2060 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

320 DAY $____________ $____________

A2080 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1,500 DAY $____________ $____________

A2100 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

15,000 FXHR $55.00 $825,000.00

A2120 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM WIRE LOOP

ALL LPSM $___LPSM_____ $____________

A2140 63602-3000 SYSTEM INSTALLATION, ELECTRICAL CONNECTION TO EXISTING VAULT

3 EACH $____________ $____________

A2160 63602-3000 SYSTEM INSTALLATION, ELECTRICAL LOADBREAK VAULT

9 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 16

A2180 63602-3000 SYSTEM INSTALLATION, ELECTRICAL SPLICE VAULT

11 EACH $____________ $____________

A2200 63602-3000 SYSTEM INSTALLATION, ELECTRICAL CONNECTION TO EXISTING

TRANSCLOSURE

4 EACH $____________ $____________

A2220 63610-1600 CONDUIT, 2-INCH, PVC , GOVERNMENT FURNISHED

65,400 LNFT $____________ $____________

A2240 63610-1600 CONDUIT, 2-INCH, PVC

130,700 LNFT $____________ $____________

A2260 63610-1700 CONDUIT, 2-INCH, RIGID GALVANIZED STEEL , BRIDGE MOUNTED SYSTEM

175 LNFT $____________ $____________

A2280 63611-1000 WIRE, ELECTRICAL CONDUCTORS, 0 AWG

77,100 LNFT $____________ $____________

A2300 63621-5000 UTILITY BOX, CONCRETE TELEPHONE VAULT, GOVERNMENT FURNISHED

4 EACH $____________ $____________

A2320 63621-5000 UTILITY BOX, CONCRETE SPLICE VAULT

10 EACH $____________ $____________

A2340 63621-5000 UTILITY BOX, CONCRETE LOADBREAK VAULT

12 EACH $____________ $____________

A2360 63622-0000 UTILITY TRENCH , CONCRETE FILL

300 LNFT $____________ $____________

A2380 63622-0000 UTILITY TRENCH

32,700 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 17

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

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

3,200 LNFT $____________ $____________

B0140 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

4,500 LNFT $____________ $____________

B0160 15801-0000 WATERING FOR DUST CONTROL

600 MGAL $____________ $____________

B0180 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

B0200 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

B0220 20301-1900 REMOVAL OF PIPE CULVERT

4 EACH $____________ $____________

B0240 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , HEADWALL CONDUIT

13 EACH $____________ $____________

B0260 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , ELECTRICAL

TRANSCLOSURE

7 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 18

B0280 20302-0400 REMOVAL OF CURB, ASPHALT

4,100 LNFT $____________ $____________

B0300 20302-0500 REMOVAL OF CURB, CONCRETE

330 LNFT $____________ $____________

B0320 20302-0625 REMOVAL OF CURB, LOG

370 LNFT $____________ $____________

B0340 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER , Kautz Creek

160 LNFT $____________ $____________

B0360 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

22 SQYD $____________ $____________

B0380 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

254 SQYD $____________ $____________

B0400 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

B0420 20304-7000 REMOVAL OF UTILITY CONDUITS , KAUTZ CREEK BRIDGE

ALL LPSM $___LPSM_____ $____________

B0440 20304-7000 REMOVAL OF UTILITY CONDUITS , TAHOMA CREEK BRIDGE

ALL LPSM $___LPSM_____ $____________

B0460 20402-0000 SUBEXCAVATION

3,956 CUYD $____________ $____________

B0480 20410-0000 SELECT BORROW

2,400 CUYD $____________ $____________

B0500 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

6,089 SQYD $____________ $____________

B0520 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B , Kautz Creek Armor

5,219 SQYD $____________ $____________

B0540 20703-1000 GEOGRID, UNIAXIAL

16,143 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 19

B0560 20703-2000 GEOGRID, BIAXIAL

3,512 SQYD $____________ $____________

B0580 21101-1000 ROADWAY OBLITERATION, METHOD 1

335 SQYD $____________ $____________

B0600 25101-4000 PLACED RIPRAP, CLASS 4

270 CUYD $____________ $____________

B0620 25101-4000 PLACED RIPRAP, CLASS 4 , Kautz Creek Armor

4,589 CUYD $____________ $____________

B0640 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE ,

Ricksecker Point

640 SQFT $____________ $____________

B0660 30302-1000 DITCH RECONDITIONING

20,000 LNFT $____________ $____________

B0680 30302-3000 SHOULDER AND DITCH RECONDITIONING

700 LNFT $____________ $____________

B0700 30503-0000 AGGREGATE-TOPSOIL COURSE

673 CUYD $____________ $____________

B0720 30802-2000 ROADWAY AGGREGATE, METHOD 2

200 TON $____________ $____________

B0740 31001-0000 RECYCLED AGGREGATE BASE , 5" COMPACTED DEPTH

8,129 SQYD $____________ $____________

B0780 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE I ROUGHNESS)

8,450 TON $____________ $____________

B0800 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

85 TON $____________ $____________

B0840 40301-0000 HOT ASPHALT CONCRETE PAVEMENT , WEDGE AND LEVELING COURSE

3,040 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 20

B0860 40401-0000 MINOR HOT ASPHALT CONCRETE

2,220 TON $____________ $____________

B0880 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

55 TON $____________ $____________

B0900 41301-0000 ASPHALT PAVEMENT MILLING , 10-INCH DEPTH

2,906 SQYD $____________ $____________

B0920 41301-0000 ASPHALT PAVEMENT MILLING , 1 TO 3-INCH DEPTH

9,822 SQYD $____________ $____________

B0940 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

2,133 SQYD $____________ $____________

B0960 55207-0000 REPAIR CONCRETE , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

B0980 55210-0000 SEAL CONCRETE SURFACE

424 SQYD $____________ $____________

B1000 55221-0000 EXPANSION JOINT REPAIR , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

B1020 55221-0000 EXPANSION JOINT REPAIR , Kautz Creek Bridge

ALL LPSM $___LPSM_____ $____________

B1040 55901-2000 MEMBRANE WATERPROOFING, TYPE 2

22 SQYD $____________ $____________

B1060 56301-2000 PAINTING, STEEL STRUCTURE , Kautz Creek Bridge

ALL LPSM $___LPSM_____ $____________

B1080 56301-2000 PAINTING, STEEL STRUCTURE , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

B1100 60201-0600 18-INCH PIPE CULVERT

180 LNFT $____________ $____________

B1120 60201-0800 24-INCH PIPE CULVERT

830 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 21

B1140 60201-1000 36-INCH PIPE CULVERT

32 LNFT $____________ $____________

B1160 60201-2400 132-INCH PIPE CULVERT

72 LNFT $____________ $____________

B1180 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

62 LNFT $____________ $____________

B1200 60404-1000 CATCH BASIN, TYPE 1

1 EACH $____________ $____________

B1220 60501-0000 STANDARD UNDERDRAIN SYSTEM

3,509 LNFT $____________ $____________

B1240 60704-0000 CLEANING CULVERT IN PLACE

73 EACH $____________ $____________

B1260 60706-0000 CLEANING DRAINAGE STRUCTURE STONE MASONRY HEADWALL

54 EACH $____________ $____________

B1280 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH

630 LNFT $____________ $____________

B1300 60901-7000 CURB, LOG

490 LNFT $____________ $____________

B1320 61102-2900 6-INCH WATERLINE, GALVANIZED STEEL

3 LNFT $____________ $____________

B1340 61501-0100 SIDEWALK, CONCRETE

112 SQYD $____________ $____________

B1360 61501-0700 SIDEWALK, DECOMPOSED GRANITE

230 SQYD $____________ $____________

B1380 61501-0900 SIDEWALK, STONE

2 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 22

B1400 61502-1000 DRIVE PAD, CONCRETE

57 SQYD $____________ $____________

B1420 61701-4400 GUARDRAIL SYSTEM SBLG , LG

270 LNFT $____________ $____________

B1440 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

B1460 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

5 EACH $____________ $____________

B1480 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

B1500 62013-2000 STONE MASONRY WALL VENEER

50 SQYD $____________ $____________

B1520 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

15 EACH $____________ $____________

B1540 62031-0000 REPOINT STONE MASONRY (HEADWALL)

500 SQFT $____________ $____________

B1560 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

200 HOUR $____________ $____________

B1580 62201-0350 BACKHOE

300 HOUR $____________ $____________

B1600 62301-0000 GENERAL LABOR

400 HOUR $____________ $____________

B1620 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH , Kautz Creek Armor

5,219 SQYD $____________ $____________

B1640 62516-1000 MULCHING, DRY METHOD , WOOD STRAND

1,500 SQYD $____________ $____________

B1660 62516-2000 MULCHING, HYDRAULIC METHOD

4,200 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 23

B1680 63318-1000 SNOWPOLE HOLDER

30 EACH $____________ $____________

A001 B1700 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW

242,300 LNFT $____________ $____________

B1720 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE

242,300 LNFT $____________ $____________

B1740 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN YELLOW

16,700 LNFT $____________ $____________

B1760 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN WHITE

5,000 LNFT $____________ $____________

B1780 63403-0200 PAVEMENT MARKINGS, TYPE B , CROSSWALK AND STOP BARS

1,200 SQFT $____________ $____________

A001 B1790 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

15 EACH $____________ $____________

B1800 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

B1820 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

B1840 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

500 EACH $____________ $____________

B1860 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

B1880 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

16 EACH $____________ $____________

B1900 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

30 EACH $____________ $____________

A001 B1910 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 24

B1920 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,000 LNFT $____________ $____________

B1940 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

1,500 LNFT $____________ $____________

B1960 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

5,000 LNFT $____________ $____________

A001 B1980 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

740 SQFT $____________ $____________

B2000 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

6.5 MILE $____________ $____________

B2020 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,600 HOUR $____________ $____________

B2040 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

320 DAY $____________ $____________

B2060 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1,500 DAY $____________ $____________

B2080 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

15,000 FXHR $55.00 $825,000.00

B2100 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM WIRE LOOP

ALL LPSM $___LPSM_____ $____________

B2120 63602-3000 SYSTEM INSTALLATION, ELECTRICAL CONNECTION TO EXISTING VAULT

3 EACH $____________ $____________

B2140 63602-3000 SYSTEM INSTALLATION, ELECTRICAL LOADBREAK VAULT

9 EACH $____________ $____________

B2160 63602-3000 SYSTEM INSTALLATION, ELECTRICAL SPLICE VAULT

11 EACH $____________ $____________

B2180 63602-3000 SYSTEM INSTALLATION, ELECTRICAL CONNECTION TO EXISTING

TRANSCLOSURE

4 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 25

B2200 63610-1600 CONDUIT, 2-INCH, PVC , GOVERNMENT FURNISHED

65,400 LNFT $____________ $____________

B2220 63610-1600 CONDUIT, 2-INCH, PVC

130,700 LNFT $____________ $____________

B2240 63610-1700 CONDUIT, 2-INCH, RIGID GALVANIZED STEEL , BRIDGE MOUNTED SYSTEM

175 LNFT $____________ $____________

B2260 63611-1000 WIRE, ELECTRICAL CONDUCTORS, 0 AWG

77,100 LNFT $____________ $____________

B2280 63621-5000 UTILITY BOX, CONCRETE TELEPHONE VAULT, GOVERNMENT FURNISHED

4 EACH $____________ $____________

B2300 63621-5000 UTILITY BOX, CONCRETE SPLICE VAULT

10 EACH $____________ $____________

B2320 63621-5000 UTILITY BOX, CONCRETE LOADBREAK VAULT

12 EACH $____________ $____________

B2340 63622-0000 UTILITY TRENCH , CONCRETE FILL

300 LNFT $____________ $____________

B2360 63622-0000 UTILITY TRENCH

32,700 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Base

E-5

Special Contract Requirements Project: WA PRA-MORA 14(6), Nisqually to Paradise Road, Phase I

Scan the drawings to produce clear, colored images. Develop separate files for each plan Section and create an index by bookmarking each sheet. Furnish the electronic version in PDF format on CD or DVD. Return one paper and one electronic set of corrected as-built drawings to the CO within five working days of the final inspection.

104.05 Load Restrictions. Add the following:

Comply with Mount Rainier National Park vehicle restrictions as follows:

Dump trucks with trailers, belly dump trucks, or low boy trucks are not allowed to travel M.P.

6.5 to 15.6 on the Nisqually to Paradise Road.

104.06 Other Contracts. (Added Subsection).

Follow the requirements of FAR Clause 52.236-8 Other Contracts.

Revised by Amendment A001

E-22

(q) Daytime construction activities are restricted to the hours set forth on plan sheets L.11 and L.12.

(r) Daytime activities other than hauling may not take place within 330 feet of nighttime activities on the following day.

(s) Nighttime construction activities are restricted to the hours set forth on plan sheets L.11 and L.12.

(t) Nighttime activities other than hauling may not take place within 330 feet of daytime activities on the following day.

(u) Remove all tools, equipment, barricades, signs, surplus materials, and rubbish from the project work limits upon project completion. Materials, including removed stumps, unusable stone masonry headwall material, construction debris, demolition debris including metal pieces, concrete and asphalt, unusable pipe, signs, guardrail, and weed-infested soil will also be disposed of outside the Park, according to local, county, state, and Federal regulations.

(v) Repair any asphalt surfaces damaged due to work on the project to their original condition.

(w) Limit culvert cleaning and ditch cleaning as approved by CO. Do not store equipment or vehicles in ditch cleaning or culvert cleaning locations.

(x) Do not stack material or equipment against tree trunks.

(y) Provide the CO at least 2 weeks’ notice prior to any ditch or culvert work. Specify to the CO the sequence of the work for the culverts and ditches.

(z) Submit for CO approval, any culvert replacement in perennial or intermittent streams not identified in the plans.

(aa) CO approval required for any soil and rock stockpile locations and turnarounds other than those identified in Subsection 105.04.

(bb) Install sediment control Best Management Practices as needed to prevent impacts to wetlands outside of but immediately adjacent to construction limits.

(cc) The following work must occur either during the in-water work period from July 15 to September 15, or when the area is naturally dry (without the use of isolation and diversion techniques).

(1) All ditch cleaning

(2) Kautz Creek armoring within 50 feet of New Kautz Creek

(3) Full width deep patch from Sta. 263+75 to 278+10 and from Sta. 279+90 to 300+54

(4) Full width subgrade reinforcement from Sta. 27+41 to 27+87

E-24

03USC04/01/13

Section 108. — PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Furnish at least 48 hours advance notice before changing the current work schedule. Work schedule changes that include additional shifts require 14 days notice.

Perform work under this contract according to the following:

(a) Do not perform construction operations from 2 hours before sunset on Friday to 2 hours after sunrise on the following Tuesday of Memorial Day, Labor Day, and Columbus Day weekends.

(b) Limit work as provided in Subsections 105.04, 107.10, 107.11, and 156.

(c) Limit haul speeds on on all Park roads to 25 miles per hour. Pursuant to FAR Clause 52.236-5, remove from the project any driver who receives two traffic citations for exceeding the posted speed limit while driving within Mt. Rainier National Park.

(d) Limit in water work at Tahoma Creek to August 4 – September 15 (dates inclusive).

(e) Limit in water work for all other fish bearing streams to July 18th through September 15th (dates inclusive). Fish bearing streams are located at: 35+85, 45+00, 92+14, 113+80, 160+00, 226+20, 263+70, 332+66, and 334+52.

(f) No work or hauling is permitted between 9:00 p.m. and 8:00 a.m. of any day, between M.P. 6.15 and M.P. 10.00.

(g) Limit nighttime work to Monday through Thursday. Nightime full closure of Nisqually to Paradise Road is permitted, Monday through Thursday, between M.P. 0.0 (Park entry station) and M.P. 6.15 (Longmire complex) after June 15th, and continuing to winter shutdown.

Perform night work according to Subsection 156.07. See plan sheets L.11 and L.12 for allowable work times.

(h) Do not work on Paradise Valley Road prior to Labor Day of 2014.

(i) Daytime full closure of Paradise Valley Road for paving operations is allowed after Labor Day of 2014 and 2015.

(j) All roadways must be paved and adjacent lanes constructed to the same elevation prior to winter shutdown.

(k) Remove all equipment and materials prior to winter shutdown except at the Kautz Creek Service area.

(l) Complete striping on the Stevens Canyon Road by July 25th, 2014.

F-3

03USC06/04/07

Section 203. — REMOVAL OF STRUCTURES AND

OBSTRUCTIONS

203.01 General. Add the following:

This work also consists of removing, transporting, and stockpiling of a temporary bridge.

203.03 Salvaging Material. Add the following:

Remove and salvage the existing temporary steel bridge located at the Kautz Creek Service Area over the New Kautz Creek channel, according to Subsection 203.04A. Remove temporary bridge abutments. Do not disturb the stream banks during salvage operations.

203.04 Removing Material. Delete the text of this Subsection and substitute the following:

(a) General. Saw cut sidewalks, curbs, pavements, and structures when partial removal is required.

Construct structurally adequate debris shields to contain debris within the construction limits.

Do not permit debris to enter waterways, travel lanes open to public traffic, or areas designated not to be disturbed.

Raze and remove all buildings, foundations, pavements, sidewalks, curbs, fences, structures, and other obstructions interfering with the work and not designated to remain.

Where part of an existing culvert is removed, remove the entire culvert upstream from the removal. The remaining downstream culvert may be left in place if no portion of the culvert is within 4 feet of the subgrade, embankment slope, or new culvert or structure; and the culvert ends are sealed with concrete.

Remove structures and obstructions in the roadbed to 3 feet below subgrade elevation.

Remove structures and obstructions outside the roadbed to 2 feet below finished ground or to the natural stream bottom. When removing electrical transclosures, remove the concrete slab and conduit to 2 feet below existing ground.

Abandon existing manholes, inlets, catch basins, and spring boxes according to Subsection 604.07.

Except in excavation areas, backfill and compact cavities left by structure removal with backfill material to the level of the finished ground. Backfill excavated areas according to Subsection 209.10. Compact backfill according to Subsection 209.11.

(b) Concrete removal by mechanical impact methods. Saw cut ¾ inch deep along all boundaries of repair areas.

F-4

Use power-driven hand tools to remove existing concrete with the following restrictions:

(1) Do not use jack hammers heavier than 15 pounds when removing existing concrete from bridges.

(2) Do not operate jack hammers and mechanical chipping tools at an angle in excess of 45 degree angle from the surface of the slab.

(3) Do not use chipping hammers heavier than nominal 15 pound class to remove concrete from beneath reinforcing bar.

Where the bond between existing concrete and reinforcing steel is destroyed, remove all concrete adjacent to the steel to provide at least 1 inch clearance for the new concrete to bond to the steel.

Use hand tools (hammers and chisels) to remove final particles of concrete or to achieve the required depth.

After removal of deteriorated and unsound concrete, sandblast all exposed structural steel, reinforcing steel and concrete surfaces that will be in contact with repair material. Remove all rust and foreign material. Clean the sound concrete surface by flushing with a high-pressure water jet or oil-free compressed air.

(c) Reinforcing steel. Do not cut or damage reinforcing steel designated to remain in place.

Repair or replace all damaged or severely deteriorated bars.

Clean all exposed reinforcing steel that is to remain in place. Remove all rust and corrosive products, including oil, dirt, concrete fragments, laitance, loose scale, and other coatings that may destroy or inhibit the bond with new concrete.

If cleaned reinforcing steel will be exposed for more than 7 days, protect the steel from corrosion and contamination. If the steel becomes corroded or contaminated, clean the steel immediately before the concrete pour.

203.04A Removal of Temporary Steel Bridge. (Added Subsection).

The temporary structure consists of a single-span 150-foot (10 bay) single-single (SSH+) Mabey Universal panel bridge as well as a 120-foot (8 bay) launching nose.

Remove, inventory and transport to the Government stockpile site at:

Bonneville Power Administration (BPA) Ross Complex, Les Schwab Yard 1005 NE 61st Street Vancouver, WA 98665

Notify the CO at least 21 days before removal of the temporary bridge. Limit work from August 1 to September 31 (both dates inclusive). Coordinate delivery of bridge components to Government stockpile site with the CO, notifying the CO at least 10 working days prior to anticipated delivery dates. The CO will make arrangements for access and attendance at the

F-56

Section 552. — STRUCTURAL CONCRETE

Description

552.01 Add the following:

This work also consists of concrete repair for Tahoma Creek Bridge, seal concrete surfaces for Tahoma Creek Bridge and Kautz Creek Bridge.

Material

552.02 Add the following to the material list:

Polychloroprene elastomeric joint seals 717.16 Epoxy Resin Adhesives 725.21

Construction Requirements

552.11 Add the following after paragraph (a):

Before placing new concrete, clean the existing concrete surface and exposed reinforcement of all loose material dust, etc., by short-basting and thoroughly flushing with clean water under pressure or compressed air. If compressed air is used provide a filter in air line to ensure that the air is oil-free. If there is an interval of more than 24 hours between cleaning of the sound concrete surfaces that have been contaminated by any substance detrimental to good bonding, clean or remove the concrete.

For all vertical and overhead concrete repairs, and those horizontal repairs to areas less than 5 inches in depth, use a non-shrink, high strength concrete patching compound with minimum compressive strength of 4,000 psi according to the manufacturer’s recommendations. Match color and texture of structure being repaired. Submit patching compound to the CO for approval.

552.17A Seal Concrete Surface. Clean, repair and apply an approved concrete sealer on concrete surfaces as shown in the plans. The sealer shall be alkyl-alkoxy silane.

The sealer shall not permanently stain, discolor or darken the concrete. Application of the sealer shall not alter the surface texture or form a coating on the concrete surfaces.

(a) General. Provide a qualified technical representative from the sealer supplier on-site to advice on the storage, mixing, clean-up, surface preparation, application, and disposal of materials.

Submit the sealer materials proposed for use on concrete surfaces as shown in the plans at least 14 days prior to beginning the work. Sealer shall be clear and colorless sealer when dried. Provide manufacturer’s literature including recommended surface preparation, F-62

03USC02/11/08

Section 602. — CULVERTS AND DRAINS

Material

603.02 Add the following to the materials list:

Streambed Aggregate 703.21

Construction Requirements

602.03 General. Add the following:

New Tahoma Creek Culvert, Station 55+58 and Longmire Box Culvert, Station 334+52;

minimize construction disturbance around streams. Construct cofferdams according to Subsection 208.06. Install erosion control devices shown on the plans prior to ground disturbing activities. Conserve material from excavation activities to be used as backfill. Conserve topsoil material from excavation activities to be placed on disturbed areas after final installation is complete. Conserve streambed material from excavation activities to be used inside the culvert and for stream channel transitions. Stockpile conserved streambed material separately from other stockpiled materials that are not native to the streambed. If sufficient conserved material is not available, furnish material meeting requirements of Section 703.21.

For culvert repair, furnish the same material as the existing culvert. When culvert material is metal, provide asphalt coating on exposed portion only.

Bevel cut culvert outlets to match existing side slope.

602.04A Streambed Material Placement. (Added Subsection).

Place streambed material to blend the natural channel into the simulated stream channel treatment inside the culvert. Create a well-defined parabolic shape by sloping streambed material towards the flow line. Construct well defined banks. Place streambed material to its full thickness in one operation to avoid displacing underlying material. Do not place material by methods that cause material segregation or damage to the culvert wall. Perform work according to Section 209.

602.06 Laying Plastic Pipe. Delete the second paragraph and substitute the following:

Provide soil-tight bell and spigot joints for plastic pipe culverts.

Measurement

602.09 Add the following:

Do not measure streambed material, pipe bedding material, and geotextile for payment.

F-80

Section 636. — SIGNAL, LIGHTING, AND ELECTRICAL SYSTEMS

636.02 Add the following to the material list:

Crushed Aggregate 703.06 Bedding material 704.02 Backfill material 704.03(b) Cable 721.01(l) Cable lubricant 721.01(m) Splices 721.01(n) Loadbreak elbows 721.01(o) Frames, rates, covers, and ladder rungs 725.12

Construction Requirements

636.03 Regulations and Codes. Add the following:

When the requirements of specifications or drawings are more stringent than the codes, regulations, or standards, the specifications or drawings shall prevail.

636.04 General. Add the following:

All electrical work shall be performed by licensed electricians or under the direct supervision of a licensed electrician.

Limit power outages to no more than 3 hours at time. Provide minimum 48 hour advance notice prior to any outage. Obtain approval before disrupting power.

Electrical drawings do not attempt to show complete details of construction that affect installation. Diagrams are schematic only and do not necessarily show physical arrangement of equipment. Refer to drawings of other trades for additional details which affect work.

When the requirements of specifications or drawings are more stringent than the codes, regulations, or standards, the specifications or drawings shall prevail.

Stake the location of the utility trench in the field and have the location approved by the CO prior to any trenching.

Excavate and backfill according to Section 209. Bed the conduit according to Subsection 209.09(c).

636.05 Conduit. Add the following:

Provide detectable marking tape according to the plan.

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTIONS

PLAN

SHEETS

TURNOUTS

& PARKING

AREAS

EROSION

CONTROL DRAINAGE SAFETY RETAINING

WALLS BRIDGE UTILITIES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1580 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 200 200

A1600 62201-0350 BACKHOE HOUR 300 300

A1620 62301-0000 GENERAL LABOR HOUR 400 400

A1640 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH, Kautz Creek

Armor SQYD 5,219 5,219

A1660 62516-1000 MULCHING, DRY METHOD, WOOD

STRAND SQYD 1,500 1,500

A1680 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 1,538 35,000 36,538

A1700 63318-1000 SNOWPOLE HOLDER EACH 30 30

A1720 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID WHITE LNFT 285,700 285,700

A001 A1740 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID YELLOW LNFT 278,700 278,700

A1760 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN YELLOW LNFT 16,700 16,700

A1780 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN WHITE LNFT 6,300 6,300

A1800 63403-0200 PAVEMENT MARKINGS, TYPE B,

CROSSWALK AND STOP BARS SQFT 1,200 1,200

A001 A1810 63405-0550 PAVEMENT MARKINGS, TYPE B,

STRAIGHT ARROW EACH 15 15

A1820 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 2 2

A1840 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 4 4

A1860 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 500 500

A1880 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 100 100

A1900 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 16 16

A1920 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 30 30

A001 A1930 63502-3100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM EACH 2 2

A1940 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,000 1,000

-N ov -2

:0

PM

MileStone: Amendment A001 Amendment Review Date: In Progress Report Date: 11/22/13 c:

\m yf ile s\ pw

_p ro du ct io n\ dm s2 su m m ar y-w fl

(v er si on xl sb

]S he et

4) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

MORA 14(6) B.4WA

NUMBER

SHEET

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTIONS

PLAN

SHEETS

TURNOUTS

& PARKING

AREAS

EROSION

CONTROL DRAINAGE SAFETY RETAINING

WALLS BRIDGE UTILITIES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1960 63503-0500 TEMPORARY TRAFFIC CONTROL,

MOVING CONCRETE BARRIER LNFT 1,500 1,500

A1980 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 5,000 5,000

A001 A2000 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 505 235 740

A2020 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 6.5 6.5

A2040 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 1,600 1,600

A2060 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC AND SAFETY SUPERVISOR DAY 320 320

A2080 63507-0800 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN DAY 1,500 1,500

A2100 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 15,000 15,000

A2120 63601-6000 SYSTEM INSTALLATION, TRAFFIC

DETECTOR SYSTEM WIRE LOOP LPSM All ALL

A2140 63602-3000 SYSTEM INSTALLATION,

ELECTRICAL CONNECTION TO

EXISTING VAULT EACH 3 3

A2160 63602-3000 SYSTEM INSTALLATION,

ELECTRICAL LOADBREAK VAULT EACH 9 9

A2180 63602-3000 SYSTEM INSTALLATION,

ELECTRICAL SPLICE VAULT EACH 11 11

A2200 63602-3000 SYSTEM INSTALLATION,

ELECTRICAL CONNECTION TO

EXISTING TRANSCLOSURE EACH 4 4

A2220 63610-1600 CONDUIT, 2-INCH, PVC,

GOVERNMENT FURNISHED LNFT 65,400 65,400

A2240 63610-1600 CONDUIT, 2-INCH, PVC LNFT 130,700 130,700

A2260 63610-1700 CONDUIT, 2-INCH, RIGID

GALVANIZED STEEL, BRIDGE

MOUNTED SYSTEM LNFT 175 175

A2280 63611-1000 WIRE, ELECTRICAL CONDUCTORS,

0 AWG LNFT 77,100 77,100

A2300 63621-5000 UTILITY BOX, CONCRETE

TELEPHONE VAULT, GOVERNMENT

FURNISHED EACH 4 4

-N ov -2

:0

PM

MileStone: Amendment A001 Amendment Review Date: In Progress Report Date: 11/22/13 c:

\m yf ile s\ pw

_p ro du ct io n\ dm s2 su m m ar y-w fl

(v er si on xl sb

]S he et

5) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

MORA 14(6) B.5WA

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTIONS

PLAN

SHEETS

TURNOUTS

& PARKING

AREAS

EROSION

CONTROL DRAINAGE SAFETY RETAINING

WALLS BRIDGE UTILITIES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

B1540 62031-0000 REPOINT STONE MASONRY

(HEADWALL) SQFT 500 500

B1560 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 200 200

B1580 62201-0350 BACKHOE HOUR 300 300

B1600 62301-0000 GENERAL LABOR HOUR 400 400

B1620 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH, Kautz Creek

Armor SQYD 5,219 5,219

B1640 62516-1000 MULCHING, DRY METHOD, WOOD

STRAND SQYD 1,500…