A004-SF30-(GLAC).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)

A004 09/07/2011 N/A MT PRA GLAC 10(22)

AVALANCHE TO WEST

TUNNEL, PHASE VII

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

DTFH70-11-R-00011

9B. DATED (SEE ITEM 11)

07/14/2011

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.)

MT PRA GLAC 10(22), GTSR REHABILITATION, AVALANCHE TO WEST TUNNEL, PHASE VII

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. A004, dated 9/7/11 MT PRA-GLAC 10(22) Solicitation No. DTFH70-11-R-00011 GTSR Rehabilitation – Avalanche to West Tunnel Page 2, Phase VII

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-12. Deletes bid item 62401-0300 Furnishing and Placing Topsoil, 4-inch Depth Page A-12 Adds bid item 62407-0000 Placing Conserved Topsoil

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-1 201.01 Description Adds subsection F-1 201.05 Grubbing Adds subsection F-5 204.05 Conserved Topsoil Revises paragraph F-99 624.04 Placing Topsoil Revises subsection F-99 624.05 Acceptance Deletes subsection

PLANS

Plan sheet #B.3 Deletes bid item 62401-0300 Furnishing and Placing Topsoil, 4-inch Depth Plan sheet #B.3 Adds bid item 62407-0000 Placing Conserved Topsoil

Plan sheet #D.1 Deletes Table Item 62401-0300 Furnishing and Placing Topsoil, 4-inch Plan sheet #D.1 Adds Table Item 62407-0000 Placing Conserved Topsoil

ENCLOSURES

Pages:

A-7 through A-14 F-1 F-5 F-99

Plan Sheets:

B.3 D.1

Notice to Offeror: Please submit revised pages A-7 through A-14 with your bid.

Project: MT PRA-GLAC 10(22)

GTSR REHABILITATION, AVALANCHE TO WEST TUNNEL, PHASE VII

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 Amount Bid for the item will be based on the Unit Bid Price.

When "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.

The quantity for the following item of work is a Contract Quantity (see FP-03, Subsection 109.02):

63302-0000

A- 7

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL Lump Sum $___________________

15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

6,930

LNFT $_______________ $___________________

15706-0300 SOIL EROSION CONTROL, SANDBAG

EACH $_______________ $___________________

Project: MT PRA-GLAC 10(22)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 8

15801-0000 WATERING FOR DUST CONTROL

2,160

MGAL $_______________ $___________________

20103-0000 CLEARING AND GRUBBING

19,000

SQYD $_______________ $___________________

20301-0200 REMOVAL OF BOULDER

EACH $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

20301-2700 REMOVAL OF STRUCTURE (WAYSIDE EXHIBIT)

EACH $_______________ $___________________

20301-3000 REMOVAL OF TRASH RECEPTACLE

EACH $_______________ $___________________

20401-0000 ROADWAY EXCAVATION

3,300

CUYD $_______________ $___________________

21101-2000 ROADWAY OBLITERATION, METHOD 2

4,300

SQYD $_______________ $___________________

25101-4000 PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

25101-5000 PLACED RIPRAP, CLASS 5

CUYD $_______________ $___________________

25110-4000 GROUTED RIPRAP, CLASS 4

CUYD $_______________ $___________________

25125-0000 BOULDER

EACH $_______________ $___________________

Project: MT PRA-GLAC 10(22)

Estimated Quantity Unit Bid Price Amount Bid

A- 9

25210-0000 ROCKERY (WALL)

SQYD $_______________ $___________________

26101-0000 ROCK DOWEL

LNFT $_______________ $___________________

30302-1000 DITCH RECONDITIONING

1,550

LNFT $_______________ $___________________

30503-0000 AGGREGATE-TOPSOIL COURSE

CUYD $_______________ $___________________

30802-2000 ROADWAY AGGREGATE, METHOD 2

3,875

TON $_______________ $___________________

31001-0000 RECYCLED AGGREGATE BASE

54,505

SQYD $_______________ $___________________

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

SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE 3 PAVEMENT

ROUGHNESS)

8,500

TON $_______________ $___________________

40205-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40401-0000 MINOR HOT ASPHALT CONCRETE

TON $_______________ $___________________

41101-1000 PRIME COAT, GRADE CMS-2

TON $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

Project: MT PRA-GLAC 10(22)

GTSR REHABILITATION, AVALANCHE TO WEST TUNNEL, PHASE VII

Bid Schedule A leeann.bush Typewritten Text Revised by leeann.bush Typewritten Text Amend A003

Estimated Quantity Unit Bid Price Amount Bid

A- 10

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

TON $_______________ $___________________

55901-0000 MEMBRANE WATERPROOFING

SQYD $_______________ $___________________

57501-0000 MINOR BRIDGE WORK

ALL Lump Sum $___________________

60201-0400 12-INCH PIPE CULVERT (animal crossing)

LNFT $_______________ $___________________

60201-0500 15-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1000 36-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1200 48-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1600 72-INCH PIPE CULVERT

LNFT $_______________ $___________________

60202-0800 48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

Project: MT PRA-GLAC 10(22)

Estimated Quantity Unit Bid Price Amount Bid

A- 11

60706-0000 CLEANING DRAINAGE STRUCTURE

EACH $_______________ $___________________

60901-0000 CURB, CONCRETE (Log Pattern)

LNFT $_______________ $___________________

61501-1100 SIDEWALK, ASPHALT

SQYD $_______________ $___________________

61901-0000 FENCE (LOG RAIL)

LNFT $_______________ $___________________

62026-1000 REMOVE AND RESET STONE MASONRY (headwall repair)

SQYD $_______________ $___________________

62027-1000 REMOVE AND RESET STONE MASONRY GUARDWALL (ASHLAR)

LNFT $_______________ $___________________

62031-0000 REPOINT STONE MASONRY

2,200

SQFT $_______________ $___________________

62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 30-INCH WIDTH

HOUR $_______________ $___________________

62201-3000 HYDRAULIC EXCAVATOR (WITH HOE RAM ATTACHMENT)

HOUR $_______________ $___________________

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

MINIMUM CAPACITY WITH THUMB ATTACHMENT

HOUR $_______________ $___________________

Project: MT PRA-GLAC 10(22)

GTSR REHABILITATION, AVALANCHE TO WEST TUNNEL, PHASE VII

Bid Schedule A leeann.bush Typewritten Text Revised by leeann.bush Typewritten Text Amend A002 leeann.bush Typewritten Text Revised by leeann.bush Typewritten Text Amend A002 leeann.bush Typewritten Text Revised by leeann.bush

Amend A002

Estimated Quantity Unit Bid Price Amount Bid

A- 12

62201-3750 CHAIN SAW

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62407-0000 PLACING CONSERVED TOPSOIL

CUYD $_______________ $___________________

63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

EACH $_______________ $___________________

63302-0000 SIGN SYSTEM

SQFT $_______________ $___________________

63315-0000 RUMBLE STRIP

SQYD $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63318-1000 SNOWPOLE HOLDER

EACH $_______________ $___________________

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

1,800

LNFT $_______________ $___________________

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

72,000

LNFT $_______________ $___________________

63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (yellow) 3,100

LNFT $_______________ $___________________

63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL (White)

EACH $_______________ $___________________

Project: MT PRA-GLAC 10(22)

GTSR REHABILITATION, AVALANCHE TO WEST TUNNEL, PHASE VII

Bid Schedule A leeann.bush Typewritten Text Revised by Amend A004 leeann.bush Typewritten Text Revised by leeann.bush

Amend A002

Estimated Quantity Unit Bid Price Amount Bid

A- 13

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

EACH $_______________ $___________________

63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

EACH $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

19,000

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

64603-0100 FIXTURE, TRASH RECEPTACLE (INCLUDES RECYCLE RECEPTACLES)

EACH $_______________ $___________________

64603-0900 FIXTURE, PORTABLE TOILET

EACH $_______________ $___________________

64603-1200 FIXTURE, WAYSIDE EXHIBIT

EACH $_______________ $___________________

Project: MT PRA-GLAC 10(22)

Estimated Quantity Unit Bid Price Amount Bid

A- 14

64625-1000 MAINTENANCE, TOILET

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Offeror

Project: MT PRA-GLAC 10(22)

F-1

Special Contract Requirements Project: MT PRA-GLAC 10(22), GTSR Rehabilitation, Avalanche to West Tunnel, Phase VII

03USC01/01/04

Section 201. — CLEARING AND GRUBBING

Description

201.01 Add the following:

This work also consists of conserving topsoil for placement under Section 624.

Construction Requirements

201.04 Clearing. Add the following:

(e) Protect all trees designated to remain during all operations. No tracked equipment will be allowed within the root zone of trees designated to remain. Special equipment or techniques may be required to perform clearing around trees designated to remain. If tree branches are broken or damaged, flush cut as directed by the CO.

(f) Do not push trees over with heavy equipment. Remove vegetation in a manner that does not compact or gouge topsoil. No vehicular or equipment access will be allowed beyond the construction limits.

201.05 Grubbing. Add the following:

(e) Conserve topsoil material that is free from hard soil, rock, clay, toxic substances, litter, or other deleterious material, and is suitable for growth of grass, cover crops, or native vegetation from areas within the construction limits for placement under Section 624.

Completely remove topsoil before beginning excavation. Remove the topsoil in one pass if possible. Use equipment capable of excavating small isolated pockets of topsoil. Do not handle topsoil in a wet or frozen condition.

Manually rake topsoil in areas where topsoil cannot be removed mechanically. Do not mix topsoil with subsoil. Break down shrubs and trees that are less than three feet in height, including roots, to a maximum diameter or length of 4 inches. Incorporate this material into conserved topsoil. Do not compact or drive upon topsoil during removal.

Stockpile conserved topsoil in rows no higher than 3 feet, and as close to the placement site as possible. Place conserved topsoil under Section 624.

201.06 Disposal. Delete the text of this Subsection and substitute the following:

Dispose of all clearing and grubbing debris according to Subsection 203.05.

Revised by Amendment A004

F-5

03USC08/12/09

Section 204. — EXCAVATION AND EMBANKMENT

Construction Requirements

204.05 Conserve Topsoil. Delete the text of this Subsection and substitute the following:

Conserve topsoil under Section 201.

204.06 Roadway Excavation. Delete the text of this Subsection and substitute the following:

Excavate as follows:

(a) General. Do not disturb material and vegetation outside the construction limits.

Excavate material suitable for backfill or other purposes in a sequence that permits the placement of the excavation directly into its final position or in stockpiles for subsequent placing.

Use caution when excavating adjacent to existing stone masonry guardwalls. Take all necessary precautions to prevent damage to the structures.

Shape to drain and compact the work area to a uniform cross-section at the end of each day’s operations. Eliminate all ruts and low spots that could hold water.

(b) Rock cuts. Do not blast. Excavate rock cuts to a depth of 9-inches below finish grade within the roadbed limits. Backfill excavated areas to grade with other suitable material.

Compact the material according to Subsection 310.07.

Rock excavation is to be done by mechanical methods. Rock excavation requiring the use of a hoe ram is to be agreed upon by the CO and paid under Section 622.

(c) Earth cuts. Scarify earth cuts to 6-inches below subgrade within the roadbed limits.

Compact the scarified material according to Subsection 204.11.

Revised by Amendment A003

F-99

Section 624. — TOPSOIL

Construction Requirements

624.04 Placing Topsoil. Delete third sentence of the first paragraph and substitute the following:

Place topsoil at the end of each construction season, as directed by the CO. Do not disturb or remove topsoil after placement. Do not stockpile topsoil over winter in accordance with Subsection 204.05.

Revised by Amendment A003

B.3

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(22)

g la c b c .d g n

U

S I n t2

D

R J o h n s o n

C h e c k e d b y

K

A u s ti n

W

M c

Q u is to e s ig n e d b y

PMIS Pkg. No. 90959 NPS Drwg. No. 117/41956

SUMMARY OF QUANTITIES

(CQ) means Contract Quantity

‡64625-1000 ‡MAINTENANCE, TOILET ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 105 ‡ 105 ‡

‡64603-1200 ‡FIXTURE, WAYSIDE EXHIBIT ‡ EACH ‡ ‡ ‡ 2 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2 ‡ 2 ‡

‡64603-0900 ‡FIXTURE, PORTABLE TOILET ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2 ‡ 2 ‡

‡ ‡RECEPTACLES) ‡ EACH ‡ ‡ ‡ 3 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 3 ‡ 3 ‡

‡64603-0100 ‡FIXTURE, TRASH RECEPTACLE (INCLUDES RECYCLE ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡63504-1000 ‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 988 ‡ ‡ ‡ ‡ ‡ 988 ‡ 988 ‡

‡63503-0700 ‡TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS ‡ LNFT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 18537 ‡ ‡ ‡ ‡ ‡ 18537 ‡ 19,000 ‡

‡63502-1700 ‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 50 ‡ ‡ ‡ ‡ ‡ 50 ‡ 50 ‡

‡63502-1500 ‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 12 ‡ ‡ ‡ ‡ ‡ 12 ‡ 12 ‡

‡63502-1300 ‡TEMPORARY TRAFFIC CONTROL, DRUM ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 50 ‡ ‡ ‡ ‡ ‡ 50 ‡ 50 ‡

‡ ‡ 28-INCH ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 100 ‡ ‡ ‡ ‡ ‡ 100 ‡ 100 ‡

‡63502-1200 ‡TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡63502-0600 ‡TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 12 ‡ ‡ ‡ ‡ ‡ 12 ‡ 12 ‡

‡ ‡ (White) ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

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

‡63401-0400 ‡PAVEMENT MARKINGS, TYPE B, BROKEN (yellow) ‡ LNFT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 3026 ‡ ‡ ‡ ‡ 3026 ‡ 3,100 ‡

‡63401-0300 ‡PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) ‡ LNFT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 71714 ‡ ‡ ‡ ‡ 71714 ‡ 72,000 ‡

‡63401-0300 ‡PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) ‡ LNFT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1749 ‡ ‡ ‡ ‡ 1749 ‡ 1,800 ‡

‡63318-1000 ‡SNOWPOLE HOLDER ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 268 ‡ ‡ ‡ ‡ 268 ‡ 300 ‡

‡63316-1000 ‡REMOVE AND RESET SIGN ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 12 ‡ ‡ ‡ ‡ 12 ‡ 12 ‡

‡63315-0000 ‡RUMBLE STRIP ‡ SQYD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 20 ‡ ‡ ‡ ‡ 20 ‡ 20 ‡

‡63302-0000 ‡SIGN SYSTEM ‡ SQFT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2 ‡ ‡ ‡ ‡ 2 ‡ 2 (CQ)

‡63301-1000 ‡SIGN SYSTEM, GOVERNMENT FURNISHED SIGN ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 5 ‡ ‡ ‡ ‡ 5 ‡ 5 ‡

‡62407-0000 ‡PLACING CONSERVED TOPSOIL ‡ CUYD ‡ ‡ 730 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 730 ‡ 800 ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡CONTROL ‡CONTROL ‡ ‡ ‡ ‡ PLAN ‡ SCHEDULE ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡SECTIONS ‡ PROFILE ‡ ‡ ‡CONTROL ‡S ‡ ‡DETAILS ‡TRAFFIC ‡TRAFFIC ‡ ‡ ‡ ‡ ‡ BID ‡

‡ ‡ TYPICAL ‡ PLAN AND‡ TURNOUTS‡ NOT USED‡ EROSION ‡STRUCTURE‡ DRAINAGE‡ MISC. ‡TEMPORARY‡PERMANENT‡ ‡ ‡ ‡------------------------‡

‡ PLAN SHEET SECTION -------->>‡SECTION C‡SECTION D‡SECTION E‡SECTION F‡SECTION G‡SECTION H‡SECTION I‡SECTION J‡SECTION K‡SECTION L‡ ‡ ‡ ‡ ESTIMATED QUANTITIES ‡

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

4 Amendment 004

4 4

D.1

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(22)

g la c fa .d g n

U

S I n t2

R J o h n s o

C h e c k e d b y

K

A u s ti n

W

M c

Q u is to e s ig n e d b y

ROADWAY QUANTITIES

ITEM DESCRIPTION UNIT BOULDER QUANTITIES

LOCATION

LOCATION

(SQYD)

QUANTITY

LOCATION

(LNFT)

QUANTITY

LT/RT

LT/RT

LT/RT

LT

TOTAL

Clearing and grubbing

Roadway excavation

LOCATION

(LNFT)

QUANTITYLT/RT

TOTAL

LOCATION

(LNFT)

QUANTITY

LT/RT

LT

RT

TOTAL

DITCH RECONDITIONING

ITEM 30301-1000

20103-0000

20401-0000

QUANTITY

PMIS Pkg. No. 90959 NPS Drwg. No. 117/41956

17,514

911+00 to 913+00 200

917+20 to 920+10 290

910+57 to 910+67

LOCATION

TOTAL

(SQYD)

QUANTITY

2,957

TABULATION OF QUANTITIES

METHOD 2

ROADWAY OBLITERATION

ITEM 21101-2000

TOTAL 1,413

TOTAL 23

1013+80 to 1018+00

1000+50 to 1010+43

RT

RT

LT/RT

859+22 to 859+86

858+00 to 858+10

850+44 to 858+20

850+44 to 851+60

RT

LT

LT

LT

ITEM 62031-0000

REPOINT STONE MASONRY

LT

LT

TOTAL

(SQFT)

QUANTITYLOCATION LT/RT

909+61 to 910+67

913+13 to 914+26

ALL

1013+00 to 1018+00

1000+50 to 1010+43

ROADWAY OBLITERATION AREAS

DITCH RECONDITIONING AREAS

1002+64 to 1003+50

997+50 to 1003+50

997+50 to 1000+84

929+00 to 929+50

928+09 to 929+38

927+80 to 928+45

899+72 to 903+28

899+70 to 904+45

RT

RT

LT

RT

LT

RT

LT

RT

LT

RT

(ASHLAR)

STONE MASONRY GUARDWALL

REMOVE AND RESET

ITEM 62027-1000

3,908

(CUYD)

EXCAVATION

(CUYD)

BACKFILL

GRANULAR

(SQYD)

GEOTEXTILE

145 139 1634

82 967

FOR INFO. ONLY

STANDARD UNDERDRAIN SYSTEM

ITEM 60501-0000

1016+79 to 1017+96

1011+18 to 1013+47

1010+47 to 1011+11

1000+84 to 1002+64

992+76 to 994+62

991+70 to 992+65

986+37 to 989+10

985+45 to 989+00

966+27 to 984+04

958+38 to 984+37

942+72 to 945+75

941+29 to 942+44

940+24 to 941+11

939+15 to 939+93

937+66 to 963+43

936+19 to 938+67

932+86 to 935+57

929+38 to 930+73

925+58 to 928+09

908+65 to 910+43

907+75 to 908+17

906+87 to 907+00

903+28 to 906+74

898+89 to 899+72

897+32 to 898+17

896+56 to 897+28

885+73 to 887+05

884+88 to 885+20

884+32 to 884+78

877+35 to 878+50

865+90 to 868+05

855+11 to 856+30

3,908

LT

LT

LT

LT

LT

LT

LT

RT

RT

LT

LT

LT

LT

LT

RT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

RT

RT

LT

1,096

FOR INFO ONLY Roadway embankment 901

SQYD

CUYD

CUYD

(EACH)

Boulder

ITEM 25125-0000

(EACH)

Removal of Boulders

ITEM 20301-0200

PLACING CONSERVED TOPSOIL

ITEM 62407-0000

4 Amendment 004

(CUYD)

QUANTITY