A003-(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)

A003 08/17/2011 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).

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.)

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. A003, dated 8/17/11 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-9. Adds bid item 26101-0000 Rock Dowel

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-5 204.05 Conserve Topsoil Adds subsection F-6 Revises pagination F-7 209.04 General Adds sentence F-13 252.03 General Deletes paragraph F-14 252.03 General Deletes 4 paragraphs F-14 252.03 General Deletes last sentence in 6th paragraph F-15 252.04 Placing Stones Revises first word in first paragraph

F-15 252.06 Measurement Adds sentence

F-15 252.07 Payment Adds “and 261” F-94 620.12 Acceptance Deletes sentence F-94 620.12 Acceptance Revises 106.04 F-96 Table 620-1 Deletes Table 620-1 F-99 209.04 General Replaces subsection

PLANS

Plan sheet #B.1 Adds bid item 26101-0000 Rock Dowel Plan sheet #E.1 Adds bid item 26101-0000 Rock Dowel to Rockery Wall Quantities

ENCLOSURES

Pages:

A-7 through A-14 F-5 through F-7 F-13 through F-15 F-94 F-96 F-99

Plan Sheets:

B.1 E.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 $_______________ $___________________

62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

7,000

SQYD $_______________ $___________________

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 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-5

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

03USC08/12/09

Section 204. — EXCAVATION AND EMBANKMENT

Construction Requirements

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

The CO will designate topsoil salvage locations. 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 at locations described in Subsection 105.04. Place conserved topsoil under Section 624.

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-6

204.13 Sloping, Shaping, and Finishing. Delete the first paragraph of (a) and add the following:

(a) Sloping. Leave all slopes with roughened surfaces as they are being constructed as directed by the CO. Construct slopes to staked slope ratios, as shown in the cross sections and staking data, but steepen or flatten randomly and intermittently to simulate the irregularity of existing terrain as designated by the CO. Sculpt slopes to produce irregular ledges, shelves, and planting pockets for vegetation by steepening the nominal slope ratio in staggered locations suitable for placement of topsoil and vegetation.

Leave undisturbed boulders that are firmly in place and protruding from the slope, except those designated for removal under Section 203 or as directed by the CO.

Slope as follows:

(1) Earth slopes. Add material to the fill slopes to obtain varying and gently undulating contoured slope, rounding at toe of fills, and to flatten selected slopes to blend with existing land forms or promote revegetation when shown on the plans or determined by the CO. Round tops and bottoms of all slopes, including the slopes of drainage ditches.

204.14 Disposal of Unsuitable or Excess Material. Add the following to the first paragraph:

Dispose of excess usable material at Logan Pit or at alternate locations determined by the CO.

Where unsuitable material is not allowed in the Park boundaries, dispose legally off the project and comply with Subsections 107.10 and 107.11, and all applicable local, State, and Federal laws.

Measurement

204.16 Amend as follows:

Add the following to paragraph (a)(1)(a) Roadway prism excavation:

(a) Use the volume shown in the plan column on the summary of quantities sheet of the plans. The volume is subject to adjustments resulting from changes to slope stakes. See Subsection 152.03(c), Slope stakes and references.

Format revised by Amendment A003

F-7

03USC03/08/11

Section 209. — STRUCTURE EXCAVATION AND BACKFILL

Construction Requirements

209.04 General. Add the following:

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.

Conserve topsoil within the structure excavation limits according to Section 204 as directed by the CO.

Delete Table 209-1 and substitute the following:

F-13

03USC01/01/04

Section 252. — SPECIAL ROCK EMBANKMENT AND

ROCK BUTTRESS

Delete the text of this Section and substitute with the following:

Description

252.01 This work consists of constructing rockery walls.

Material

252.02 Conform to the following Section or Subsections:

Bedding material 704.02 Select Borrow 704.07 Stone for rockeries 705.08 Epoxy-coated reinforcing bars 709.01 Earthworks Geotextile 714 Epoxy resin adhesive 725.21 Cement grout 725.22(e) Earthworks Geotextile 714

Rock obtained through structure excavation under Section 209 may be processed into stone for rockeries if the material meets the requirements in Subsection 705.08.

It is not anticipated that structure excavation will produce adequate quantities for the rockery wall bid items. See Section 105 for additional material source information.

Construction Requirements

252.03 General. Survey according to Section 152 and verify the limits of the wall installation.

Perform the excavation and foundation preparation according to Section 209.

Construct rockery walls as shown on the plans and as directed by the CO.

Submit, for approval by the CO, a plan or narrative describing how work at the Little Red Rock turnout site will be accomplished, including the proposed timing of the work to minimize slope disturbance and potential instability.

Revised by Amendment A002

F-14

Do not begin construction of rockery walls until the construction start date is approved in writing by the CO. Submit the request for proposed start of construction date to the CO in writing at least 7 days prior to the proposed start date.

During construction of the wall, do not leave unsupported temporary excavations greater than 4 feet high overnight, over the weekend, or any other nonworking periods unless approved by the

CO.

For rockery walls, grade the foundation for a width equal to the required stones. Excavate to required depth for placement of a minimum 6-inch aggregate leveling course or to refusal on rock. Compact the leveling course in layers not to exceed 6-inches in depth to form a uniform foundation. Where foundation rock is encountered, utilize cement grout to create a 1” minimum depth grout bed in lieu of the aggregate leveling course.

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.

When constructing rockery walls around existing culvert pipes in the rockery wall slope repair areas, place a minimum of 6-inches of bedding material around all sides of the pipe to provide a cushion between the pipe, rockery stone, and backfill.

252.04 Placing Stones. Construct rockery walls one course at a time. Incline the wall foundation and subsequent stone courses toward the back of the wall at similar to the wall face batter angle.

F-15

Key the first course of stone so that full contact is achieved with the leveling course. Where foundation rock is encountered and a 6-inch leveling course cannot be obtained, drill and set a minimum of three epoxy-coated reinforcement bars per the manufacturer’s recommendation for each stone of the first course. For walls higher than 6 feet, 2 stones may be placed in the base and second course to achieve the wall width dimensions shown in the plan set.

Construct rockery walls of class 1 through class 5 stones as shown in the plans. Increase the stone class from top to bottom with a uniform range of size in-between.

Place the stones in a stable orientation, with minimal voids; such that at least 80 percent of the exposed face of the wall is stone (class 1 through 5 stones). Seat and bed each course of stones by compacting the select granular backfill behind the stone to provide a stable condition for the entire wall. Compact each layer with mechanical or hand operated equipment in horizontal lifts not to exceed 6-inches when compacted. Key each stone into adjacent stones by utilizing the natural irregular shape of the stones. Use rock spalls to chock larger stones solidly in position and to fill voids between the stones. Do not use rock spalls to provide primary bearing support of the facing stones. Stack larger stones such that each stone is bearing on at least 2 stones of equal or larger class below.

Construct the exposed face of the rockery wall reasonably uniform, limiting projections beyond the neat line of the slope to 20 percent of the largest facing stone dimension.

Transition the beginning and end of the rockery walls into soil slopes or rock outcrops, if present, as directed by the CO.

252.05 Acceptance. Stone will be evaluated under Subsection 106.02.

Stone placement will be evaluated under Subsections 106.02 and 106.04.

Structure excavation, backfill, and leveling pad will be evaluated under Section 209.

See Table 252-1 for minimum sampling, testing and acceptance requirements.

Measurement

252.06 Measure the Section 252 items listed in the bid schedule according to Subsection 109.02 and the following as applicable.

Rockery walls will be measured by the square yard of wall. Measurement will be made on the vertical plane of front face. Measure epoxy-coated reinforcing bars for payment by the linear foot.

Structural excavation will not be measured for payment. Backfill and leveling pad quantities will not be measured for payment. Earthwork geotextile will not be measured for payment.

Payment

252.07 The accepted quantities will be paid at the contract price per unit of measurement for the Section 252 and 261 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

F-94

620.09 Constructing Walls. Construct a 3 square yard sample section of stone masonry veneer for approval by the CO, before continuing with the work. The approved test section may be incorporated into the permanent work.

Construct stone masonry veneer and install triangle ties as shown in the plans, and according to Subsections 620.06 and 620.08.

620.10 Facing for Concrete. Conform to the following:

(a) Stone placed before concrete. Make the back of the masonry uneven to improve the bond to the concrete backing.

After the mortar has attained sufficient strength, clean the back masonry surface of all dirt, loose material, and mortar drippings. Wash surfaces of masonry just before placing the concrete by pressure water jet.

Place the first 12 inches of concrete height continuously. When placing the concrete, carry a neat cement grout of the consistency of cream on top of the concrete and against the masonry at all times. Coat all interstices in the back of the masonry with grout.

620.11 Guardwalls and Seat Walls. Construct a 10-foot sample section of stone masonry ashlar guardwall and a 10 foot sample section of stone masonry random rubble cavity guardwall.

Do not continue stone masonry placement before sample is approved by the CO. The approved sample sections may be incorporated into the permanent work.

Construct guardwalls as shown in the plans, and according to Subsections 620.06, 620.08, and 620.09, and this Subsection. Incorporate all stone shapes specified in the plans into the sample Section.

620.12 Acceptance.

Material for mortar will be evaluated under Subsections 106.02 and 106.03. Mortar will be evaluated under Subsections 106.02 and 106.03.

Stone for masonry structures will be evaluated under Subsections 106.02 and 106.04.

Construction or rehabilitation stone masonry structures will be evaluated under Subsections 106.02 and 106.04.

Excavation and backfill will be evaluated under Section 209.

Concrete will be evaluated under Section 601.

Lean concrete backfill will be evaluated under Section 614.

F-96

F-99

Section 624. — TOPSOIL

Construction Requirements

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

Conserve all available topsoil under Sections 204 and 209. Use all conserved topsoil before furnishing topsoil. All furnished topsoil sources must meet the weed-free requirements in Subsection 105.02(b). If furnished topsoil is required, blend imported topsoil with conserved topsoil at a 2:1 ratio (maximum 2 imported to 1 conserved) prior to placing.

Place topsoil at the end of the last construction season, as directed by the CO. Do not disturb or remove topsoil after placement.

624.05 Acceptance. Add the following to the first paragraph:

Provide a soil analysis report for furnished topsoil.

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

SUMMARY OF QUANTITIES

B.1

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(22)

g la c b a .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

D e s ig n e d b y

‡40401-0000 ‡MINOR HOT ASPHALT CONCRETE ‡ TON ‡ 23 ‡ ‡ ‡ ‡ ‡ 19 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 42 ‡ 45 ‡

‡40205-3000 ‡ANTISTRIP ADDITIVE, TYPE 3 ‡ TON ‡ 82 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 82 ‡ 85 ‡

‡ ‡MILLION ESAL (TYPE 3 PAVEMENT ROUGHNESS) ‡ TON ‡ 8167 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 8167 ‡ 8,500 ‡

‡ ‡NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO 3 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

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

‡31001-0000 ‡RECYCLED AGGREGATE BASE ‡ SQYD ‡ 54505 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 54505 ‡ 54,505 ‡

‡30802-2000 ‡ROADWAY AGGREGATE, METHOD 2 ‡ TON ‡ 3875 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 3875 ‡ 3,875 ‡

‡30503-0000 ‡AGGREGATE-TOPSOIL COURSE ‡ CUYD ‡ 175 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 175 ‡ 200 ‡

‡30302-1000 ‡DITCH RECONDITIONING ‡ LNFT ‡ ‡ 1413 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1413 ‡ 1,550 ‡

‡26101-0000 ‡ROCK DOWEL ‡ LNFT ‡ ‡ ‡ 390 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 390 ‡ 390 ‡

‡25210-0000 ‡ROCKERY (WALL) ‡ SQYD ‡ ‡ ‡ 85 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 85 ‡ 100 ‡

‡25125-0000 ‡BOULDER ‡ EACH ‡ ‡ 67 ‡ 167 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 234 ‡ 300 ‡

‡25110-4000 ‡GROUTED RIPRAP, CLASS 4 ‡ CUYD ‡ ‡ ‡ ‡ ‡ ‡ 11 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 11 ‡ 16 ‡

‡25101-5000 ‡PLACED RIPRAP, CLASS 5 ‡ CUYD ‡ ‡ ‡ ‡ ‡ ‡ ‡ 25 ‡ ‡ ‡ ‡ ‡ ‡ ‡ 25 ‡ 30 ‡

‡25101-4000 ‡PLACED RIPRAP, CLASS 4 ‡ CUYD ‡ ‡ ‡ ‡ ‡ ‡ ‡ 49 ‡ ‡ ‡ ‡ ‡ ‡ ‡ 49 ‡ 60 ‡

‡21101-2000 ‡ROADWAY OBLITERATION, METHOD 2 ‡ SQYD ‡ ‡ 3908 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 3908 ‡ 4,300 ‡

‡20401-0000 ‡ROADWAY EXCAVATION ‡ CUYD ‡ ‡ 2957 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2957 ‡ 3,300 ‡

‡20301-3000 ‡REMOVAL OF TRASH RECEPTACLE ‡ EACH ‡ ‡ ‡ 3 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 3 ‡ 3 ‡

‡20301-2700 ‡REMOVAL OF STRUCTURE (WAYSIDE EXHIBIT) ‡ EACH ‡ ‡ ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡20301-1900 ‡REMOVAL OF PIPE CULVERT ‡ EACH ‡ ‡ ‡ ‡ ‡ ‡ ‡ 9 ‡ ‡ ‡ ‡ ‡ ‡ ‡ 9 ‡ 9 ‡

‡20301-0200 ‡REMOVAL OF BOULDER ‡ EACH ‡ ‡ 23 ‡ 86 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 109 ‡ 109 ‡

‡20103-0000 ‡CLEARING AND GRUBBING ‡ SQYD ‡ ‡ 17514 ‡ 239 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 17753 ‡ 19,000 ‡

‡15801-0000 ‡WATERING FOR DUST CONTROL ‡ MGAL ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2,160 ‡ 2,160 ‡

‡15706-0300 ‡SOIL EROSION CONTROL, SANDBAG ‡ EACH ‡ ‡ ‡ ‡ ‡ 250 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 250 ‡ 250 ‡

‡15705-1500 ‡SOIL EROSION CONTROL, SEDIMENT WATTLE ‡ LNFT ‡ ‡ ‡ ‡ ‡ 6930 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 6930 ‡ 6,930 ‡

‡ ‡CHANNEL ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15702-1000 ‡SOIL EROSION CONTROL, TEMPORARY DIVERSION ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡15501-0000 ‡CONSTRUCTION SCHEDULE ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15401-0000 ‡CONTRACTOR TESTING ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15201-0000 ‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15101-0000 ‡MOBILIZATION ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡ 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˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

3 Amendment 003

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

TABULATION OF QUANTITIES

LOCATION LT/RT

TOTAL

LOCATION

(LNFT)

QUANTITY

LT/RT

RT

TOTAL

(WAYSIDE EXHIBIT)

REMOVAL OF STRUCTURE

ITEM 20301-2700

964+90 1

LTRed Rock 2

E.1

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(22)

g la c e a .d g n

U

S I n t2

D

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 n D e s ig n e d b y

(including recycle receptacles)

RECEPTACLE

REMOVAL OF TRASH

ITEM 20301-3000

LOCATION

(SQYD)

QUANTITYLT/RT

TOTAL

RT 19

CLEARING AND GRUBBING

ITEM 20103-0000

NOTES

LT 17

LT

LT 29

LT 44884+30 to 884+80

885+90 to 886+25

907+15 to 907+80

908+14 to 908+44

964+65 to 964+70

Little Red Rock Turnout

Shoulder Area

Remove 3 Trees at Avalanche Chute Turnout

Gravel Walkway Red Rock Turnout

Overlook Area at Red Rock Turnout

BOULDER QUANTITIES

LOCATION LT/RT

BOULDER

ITEM 25125-0000

TOTAL

Trash Recycle

1010+70 to 1013+35

884+30 to 884+75

884+88 to 885+75

885+75 to 885+97

896+77 to 897+13

898+96 to 899+57

906+28 to 907+00

906+88 to 907+24

908+50 to 909+35

925+80 to 926+20

927+10 to 927+50

933+20 to 933+60

934+75 to 935+15

939+50 to 940+05

942+75 to 943+29

962+60 to 963+30

962+60 to 966+50

965+45 to 966+50

981+60 to 981+90

983+20 to 983+60

992+08 to 994+54

LT

LT

LT

LT

RT

LT

RT

LT

LT

Lt

Lt

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT 0

LOCATION LT/RT

(CUYD)

BACKRILL

GRANULAR

SELECT

(SQYD)

TYPE IV-D

GEOTEXTILE,

(CUYD)

EXCAVATION

STRUCTURE

TOTAL

FOR INFORMATION ONLY

(SQYD)

ROCKERY WALL

25210-0000

ITEM

ROCKERY (WALL) QUANTITIES

85 48 69 98

16786

907+64 to 907+73

884+55.10 to 885+60.00 LT 64 33 50 67

908+45.00 to 908+65.65 LT 21 15 19 31

908+45 to 908+59 LT 0 2

(EACH)

REMOVAL OF BOULDERS

ITEM 20301-0200

QUANTITY (EACH)

(LNFT)

ROCK DOWEL

26101-0000

ITEM

3 Amendment 003