A001_WY_PRA_YELL_10(21).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 3/26/2014 N/A WY PRA YELL 10(21)

ISA Lake Bridge Replacement

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-R-00003

9B. DATED (SEE ITEM 11)

03/11/2014

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).

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

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.)

WY PRA YELL 10(21), ISA Lake Bridge Replacement

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 3/26/2014 WY PRA YELL 10(21) Solicitation No. DTFH70-13-R-00003 Isa Lake Bridge Replacement

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-9 Adds pay item 20301-1100 Removal of Gate Page A-9 Revises quantity for pay item 20301-2400 Removal of Sign, Government-furnished sign Page A-10 Deletes pay item 20803-0000 Structural Backfill Page A-11 Revises quantity for pay item 61902-0000 Gate, Steel Post Page A-11 Deletes pay item 61920-2000 Remove and Reset Gate Page A-12 Revises quantity for pay item 63302-0000 Sign System, Government furnished sign

CONTRACT CLAUSES

PLANS

Plan sheets B.1 through B.3 See Bid Schedule above Plan sheet I.2 Deletes pay item 20803-0000 Structural Backfill

Plan sheet I.20 Revises Timber Railing Notes Plan sheet J.1 Revises temporary Traffic Control Quantities Plan sheet J.2 Revises location of signs and gates Plan sheet K.1 Revises tables and footnote Plan sheet K.5 Deletes handicapped sign and adds new sign

ENCLOSURES

Pages:

A-7 through A-14

Plan Sheets:

B.1 through B.3 I.2 I.20 J.1 through J.2 K.1 K.5

Notice to Offerors: Please submit revised pages A-7 through A-14 with your proposal.

A - 7

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 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 corrected unit price extension shall govern.

When the word "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 all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:WY PRA YELL 10(21)

Project Name:Isa Lake Bridge Replacement

A - 8

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1300 BRIDGE RAILING, TIMBER

55901-0000 MEMBRANE WATERPROOFING

56401-1000 BEARING DEVICE, ELASTOMERIC

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 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

A0080 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,480 LNFT $____________ $____________

A0160 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

1,885 LNFT $____________ $____________

A0180 15705-2000 SOIL EROSION CONTROL, TURBIDITY BARRIER

220 LNFT $____________ $____________

A0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0220 20103-0000 CLEARING AND GRUBBING

2,640 SQYD $____________ $____________

A0240 20301-0400 REMOVAL OF BRIDGE

1 EACH $____________ $____________

A001 A0250 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A0260 20301-1400 REMOVAL OF INLET

2 EACH $____________ $____________

A0280 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

A001 A0300 20301-2400 REMOVAL OF SIGN , GOVERNMENT-FURNISHED SIGN

2 EACH $____________ $____________

A0320 20302-0625 REMOVAL OF CURB, LOG

380 LNFT $____________ $____________

A0340 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

175 SQYD $____________ $____________

A0360 20303-3500 REMOVAL OF STONE MASONRY , FLAGSTONE

2 SQYD $____________ $____________

A0380 20401-0000 ROADWAY EXCAVATION

3,680 CUYD $____________ $____________

A0400 20402-0000 SUBEXCAVATION

800 CUYD $____________ $____________

A0420 20411-0000 SELECT BORROW

8,600 TON $____________ $____________

A0440 20701-0100 EARTHWORK GEOTEXTILE, TYPE I-A

1,840 SQYD $____________ $____________

A0460 20701-1500 EARTHWORK GEOTEXTILE, TYPE IV-D

19.0 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0480 20703-2000 GEOGRID, BIAXIAL

1,000 SQYD $____________ $____________

A0500 20704-0000 GEOMEMBRANE , TEXTURED

1,250 SQYD $____________ $____________

A0520 20801-0000 STRUCTURE EXCAVATION

110 CUYD $____________ $____________

A001 A0540 20803-0000 STRUCTURAL BACKFILL

43 CUYD $____________ $____________

A0560 25101-2000 PLACED RIPRAP, CLASS 2

10 CUYD $____________ $____________

A0580 25125-0000 BOULDER

12 EACH $____________ $____________

A0600 25210-0000 ROCKERY

90 SQYD $____________ $____________

A0620 27501-1000 GEOFOAM, LIGHTWEIGHT FILL MATERIAL

1,510 CUYD $____________ $____________

A0640 30302-1000 DITCH RECONDITIONING

245 LNFT $____________ $____________

A0660 30802-2000 ROADWAY AGGREGATE, METHOD 2

2,600 TON $____________ $____________

A0680 40301-0000 HOT ASPHALT CONCRETE PAVEMENT

1,200 TON $____________ $____________

A0700 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

2.4 TON $____________ $____________

A0720 55101-0200 CONCRETE FILLED STEEL PIPE PILES, IN PLACE (12 x 0.5 in)

2,108 LNFT $____________ $____________

A0740 55115-1000 PREBORING

80 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0760 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

294 CUYD $____________ $____________

A0780 55302-3500 PRECAST, PRESTRESSED CONCRETE SLABS , 12" NON-VOIDED

1,729 LNFT $____________ $____________

A0800 55401-1000 REINFORCING STEEL

21,101 LB $____________ $____________

A0820 55401-2000 REINFORCING STEEL, EPOXY COATED

39,948 LB $____________ $____________

A0840 55601-1300 BRIDGE RAILING, TIMBER

427 LNFT $____________ $____________

A0860 55901-0000 MEMBRANE WATERPROOFING

626 SQYD $____________ $____________

A0880 56401-1000 BEARING DEVICE, ELASTOMERIC

36 EACH $____________ $____________

A0900 60503-0000 GEOCOMPOSITE PAVEMENT EDGE DRAIN SYSTEM

580 LNFT $____________ $____________

A0920 60704-0000 CLEANING CULVERT IN PLACE

1 EACH $____________ $____________

A0940 60901-7000 CURB, LOG

950 LNFT $____________ $____________

A0960 61501-1100 SIDEWALK, ASPHALT

200 SQYD $____________ $____________

A001 A0980 61902-0000 GATE , STEEL POST

4 EACH $____________ $____________

A001 A1000 61920-2000 REMOVE AND RESET GATE

2 EACH $____________ $____________

A1020 62012-2000 STONE MASONRY SIGN BASE

3 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1040 62025-1000 REMOVE AND RESET STONE MASONRY , BLOCK

2 CUYD $____________ $____________

A1060 62026-1000 REMOVE AND RESET STONE MASONRY , FLAGSTONE

10 SQYD $____________ $____________

A1080 62031-0000 REPOINT STONE MASONRY

185 SQFT $____________ $____________

A1100 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1120 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

A1140 62201-3000 HYDRAULIC EXCAVATOR , 138HP MINIMUM WITH 3740LB MINIMUM

HAMMER ATTACHMENT

40 HOUR $____________ $____________

A1160 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT

40 HOUR $____________ $____________

A1180 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1200 62405-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

1,300 SQYD $____________ $____________

A1220 62516-1000 MULCHING, DRY METHOD

3,050 SQYD $____________ $____________

A1240 63302-0000 SIGN SYSTEM

47.00 SQFT $____________ $____________

A001 A1260 63302-0000 SIGN SYSTEM , GOVERNMENT-FURNISHED SIGN

43.00 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1280 63318-1000 SNOWPOLE HOLDER

80 EACH $____________ $____________

A1300 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE HATCH LINES

125 LNFT $____________ $____________

A1320 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE PARKING LINE

55 LNFT $____________ $____________

A1340 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE STOP BAR, 12" WIDTH

250 LNFT $____________ $____________

A1360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID DOUBLE YELLOW CENTERLINE

5,000 LNFT $____________ $____________

A1380 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE EDGE LINE

4,500 LNFT $____________ $____________

A1400 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED WHITE EDGE LINE

750 LNFT $____________ $____________

A1420 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

A1440 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

10 EACH $____________ $____________

A1460 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

100 EACH $____________ $____________

A1480 63502-3700 TEMPORARY TRAFFIC CONTROL, SNOWPOLE

40 EACH $____________ $____________

A1500 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

2,800 LNFT $____________ $____________

A1520 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

210 LNFT $____________ $____________

A1540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

277.00 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1560 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

277 DAY $____________ $____________

A1580 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,000 FXHR $38.00 $114,000.00

A1600 64703-1000 MITIGATION, LANDSCAPING LOG

10 EACH $____________ $____________

A1620 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION , ISA LAKE TEMPORARY

CROSSING

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Sheet and Description

SECTION C SECTION D SECTION F SECTION G SECTION I SECTION J SECTION K -

TYPICAL

SECTIONS

PLAN &

PROFILE

EROSION

CONTROL DRAINAGE BRIDGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15214-1000 SURVEY AND STAKING, BRIDGE LPSM ALL

A0080 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0100 15401-0000 CONTRACTOR TESTING LPSM ALL

A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 980 500 1,480

A0160 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE LNFT 885 1,000 1,885

A0180 15705-2000 SOIL EROSION CONTROL, TURBIDITY BARRIER LNFT 210 10 220

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0220 20103-0000 CLEARING AND GRUBBING SQYD 2,508 132 2,640

A0240 20301-0400 REMOVAL OF BRIDGE EACH 1 1

A001 A0250 20301-1100 REMOVAL OF GATE EACH 2 2

A0260 20301-1400 REMOVAL OF INLET EACH 2 2

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A001 A0300 20301-2400 REMOVAL OF SIGN, GOVERNMENT-FURNISHED SIGN EACH 2 2

A0320 20302-0625 REMOVAL OF CURB, LOG LNFT 368 12 380

A0340 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 160 15 175

A0360 20303-3500 REMOVAL OF STONE MASONRY, FLAGSTONE SQYD 2 2

A0380 20401-0000 ROADWAY EXCAVATION CUYD 3,496 184 3,680

A0400 20402-0000 SUBEXCAVATION CUYD 759 41 800

A0420 20411-0000 SELECT BORROW TON 8,174 6 420 8,600

A0440 20701-0100 EARTHWORK GEOTEXTILE, TYPE I-A SQYD 1,657 93 90 1,840

A0460 20701-1500 EARTHWORK GEOTEXTILE, TYPE IV-D SQYD 17.3 1.7 19.0

A0480 20703-2000 GEOGRID, BIAXIAL SQYD 938 62 1,000

A0500 20704-0000 GEOMEMBRANE, TEXTURED SQYD 1,182 68 1,250

A0520 20801-0000 STRUCTURE EXCAVATION CUYD 110 110 Contract Quantity

A001 A0540 20803-0000 STRUCTURAL BACKFILL CUYD 43 43 Contract Quantity

A0560 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 7 3 10

A0580 25125-0000 BOULDER EACH 12 12

A0600 25210-0000 ROCKERY SQYD 81 9 90

A0620 27501-1000 GEOFOAM, LIGHTWEIGHT FILL MATERIAL CUYD 1,429 81 1,510

A0640 30302-1000 DITCH RECONDITIONING LNFT 233 12 245

A0660 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,487 113 2,600

A0680 40301-0000 HOT ASPHALT CONCRETE PAVEMENT TON 1,135 65 1,200

A0700 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR

SS-1H TON 2.3 0.1 2.4

A0720 55101-0200 CONCRETE FILLED STEEL PIPE PILES, IN PLACE

(12 x 0.5 in) LNFT 2,108 2,108

A0740 55115-1000 PREBORING LNFT 80 80

MileStone: Amendment A001 Amendment Review Date: In Progress Report Date: 03/24/14

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

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AM

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

YELL 10(21) B.1 WY

NUMBER

SHEET

TYPICAL

SECTIONS

PLAN &

PROFILE

EROSION

CONTROL DRAINAGE BRIDGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0760 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 294 294 Contract Quantity

A0780 55302-3500 PRECAST, PRESTRESSED CONCRETE SLABS, 12"

NON-VOIDED LNFT 1,729 1,729

A0800 55401-1000 REINFORCING STEEL LB 21,101 21,101 Contract Quantity

A0820 55401-2000 REINFORCING STEEL, EPOXY COATED LB 39,948 39,948 Contract Quantity

A0840 55601-1300 BRIDGE RAILING, TIMBER LNFT 427 427 Contract Quantity

A0860 55901-0000 MEMBRANE WATERPROOFING SQYD 626 626 Contract Quantity

A0880 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 36 36 Contract Quantity

A0900 60503-0000 GEOCOMPOSITE PAVEMENT EDGE DRAIN SYSTEM LNFT 550 30 580

A0920 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

A0940 60901-7000 CURB, LOG LNFT 920 30 950

A0960 61501-1100 SIDEWALK, ASPHALT SQYD 192 8 200

A001 A0980 61902-0000 GATE, STEEL POST EACH 4 4

A001 A1000 61920-2000 REMOVE AND RESET GATE EACH 2 2

A1020 62012-2000 STONE MASONRY SIGN BASE CUYD 3 3

A1040 62025-1000 REMOVE AND RESET STONE MASONRY, BLOCK CUYD 2 2

A1060 62026-1000 REMOVE AND RESET STONE MASONRY, FLAGSTONE SQYD 9 1 10

A1080 62031-0000 REPOINT STONE MASONRY SQFT 172 13 185

A1100 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A1120 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 18-INCH WIDTH HOUR 40

A1140 62201-3000 HYDRAULIC EXCAVATOR, 138HP MINIMUM WITH

3740LB MINIMUM HAMMER ATTACHMENT HOUR 40

A1160 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0

CUBIC YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 40

A1180 62301-0000 GENERAL LABOR HOUR 40

A1200 62405-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH SQYD 1,228 72 1,300

A1220 62516-1000 MULCHING, DRY METHOD SQYD 2,902 3,050

A1240 63302-0000 SIGN SYSTEM SQFT 38.00 9.00 47.00

A001 A1260 63302-0000 SIGN SYSTEM, GOVERNMENT-FURNISHED SIGN SQFT 43.00 43.00

A1280 63318-1000 SNOWPOLE HOLDER EACH 74 6 80

A1300 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE

HATCH LINES LNFT 120 125

A1320 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE

PARKING LINE LNFT 52 3 55

A1340 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE STOP

BAR, 12" WIDTH LNFT 240 10 250

A1360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID DOUBLE

YELLOW CENTERLINE LNFT 4,996 4 5,000

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SUMMARY OF QUANTITIES

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

YELL 10(21) B.2 WY

TYPICAL

SECTIONS

PLAN &

PROFILE

EROSION

CONTROL DRAINAGE BRIDGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1380 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE EDGE

LINE LNFT 4,408 92 4,500

A1400 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED WHITE

EDGE LINE LNFT 724 26 750

A1420 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY

SYMBOL EACH 1 1

A1440 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 10 10

A1460 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER,

TYPE 42-INCH EACH 100 100

A1480 63502-3700 TEMPORARY TRAFFIC CONTROL, SNOWPOLE EACH 40 40

A1500 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 2,800 2,800

A1520 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 200 10 210

A1540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 264.25 12.75 277.00

A1560 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND

SAFETY SUPERVISOR DAY 277 277

A1580 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 3,000 3,000

A1600 64703-1000 MITIGATION, LANDSCAPING LOG EACH 9 1 10

A1620 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION, ISA LAKE

TEMPORARY CROSSING LPSM All ALL

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3)

SUMMARY OF QUANTITIES

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

YELL 10(21) B.3 WY

1 Amendment A001

14'-6"29'-0"29'-6"15'-0"

2'-2"

1'-6" 1'-6" 1'-6"1'-6" 1'-6"1'-6" beam connector spa.

Timber log facia joint spa.

Timber log facia beam

3 spa. @ 9'-4" = 28'-0"

Form strip (typ.)

C Joint

(traffic, top & outside face)

No Scale

L

" chamfer 2

CURB JOINT DETAIL

Optional const. jt.

TIMBER RAILING NOTES:

1. Form posts vertical.

F = 1750 psi

F = 1350 b F = 1150

F = 730

E = 1700000 t v c c psi psi psi psi psi

F = 170

#3RE1

timber rail

SECTION D-D

Scale: 1"=1'-0"

7"R

C RailL turned timber rail.

Post blockout for

2'-0"

1" 11"1'-2"

1'-2" c l.

#3RE2

Traffic face

4"

1"

Scale: 1"=1'-0"

SECTION A-A

Scale: 1"=1'-0"

SECTION E-E

BRIDGE RAIL (1 OF 2)

" = 1'-0"4

6 spa. @ 9'-8" = 58'-0"2'-0"

"4 32'-0

7'-9" 7'-9"

1'-0"

C posts

Measured along

L slotted hole in rail

" x 2" 16 1C 1L standard washer.

plate washer and as shown.

at rail connections only, for drainage. Omit kerf at from horizontal to allow

(typ.) Orient kerf at 10° backside of rail members

" x 4" kerf on 8 1Cut

10°

5" 7"

C PostL x 2" slotted hole in rail.

std. washer thru 1 " plate washer and timber rail

(typ.)

counterbore

" 4 c lr

#3RE1 "4

"8 31"8 slotted hole

"16 1C 2" x 1L

" thick PL4

Scale: 1"=1'-0"

SECTION B-B

No Scale

PLATE WASHER

Symm. @ C BridgeL

T

A

A

B B

RAIL END DETAIL @ WINGWALL POST

D D

EE

#5GE13

#5GE14

" (typ.)4 3Chamfer

Wingwall

(4 tot.)

#5WE bars

#5GE13 or

#5WE bars #5GE14 or

#5WE bars

#5DE14 or

(4 tot.)

#5WE bars

#5GE13 or

(4 tot.)

#5WE bars

#5WE bars

Location of bridge rail & wing rail splice see RG2948-U at intersection Notch curb log

2 spa. @ 5'-8" = 11'-4" 4'-8"2 spa. @ 5'-8" = 11'-4" 2 spa. @ 5'-3" = 10'-6" 2 spa. @ 5'-3" = 10'-6"2 spa. @ 5'-3" = 10'-6" 5'-0" 2 spa. @ 5'-3" = 10'-6" 2'-6"

TIMBER LOG FACIA NOTES:

timber log

4. Paint all rail hardware according to Subsection 556.09 of the SCR.

engage lock washers only.

shall conform to AASHTO M270, grade 50W. Tighten fasteners to and standard washers shall conform to ASTM A307. Plate washers

3. Bolts and nuts shall conform to ASTM A325, Type 3. Lock washers

Apply preservative treatment to rails after fabrication.

See Special Contract Requirements.

High tensile steel

High tensile steel and approval prior to ordering insert materials.

2. Submit detail drawings for the high tensile steel insert to the CO for review

1. Contractor shall coordinate the installation of the inserts with the girder precaster.

texture and stained surface surface log texture and stained

I.20

2. Provide turned timber rails graded according to WWPA or WCLIB meeting the following minimum material properties:

3/24/2014 RW Timber Rail Grade

ISA LAKE BRIDGE

SAMIR SIDHOM RYAN WEHNER

NO.

PROJECT

PRA YELL 10(21)

STATE

WY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALE

CHECKED BYDRAWN BY

DESIGNED BY

REVISIONSBYDATENO.

REVISIONS

BY

DATE

NO.

N F

L H

B r id g e

W F

L \R

G -I s la

L a k e \C

A D

D

F il e s \D

G N

F il e s \r g r a il .d g n

RG2948- of 27

GRAND LOOP ROAD

YELLOWSTONE NATIONAL PARK

TETON COUNTY, WYOMING

SAMIR SIDHOM

DANIELLE GERMANI

SAMIR SIDHOM

NPS PMIS No. 1460470 NPS Drwg. No. 101/116892

NOVEMBER 2013