Amendment_A003.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

A-1

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6817B00030

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

11/ /2017

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

NM FLAP 52000(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Jeremiah Rogers, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

(FAR & TAR)

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 12/1 /2017 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53-236-1(e)

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Jeremiah.Rogers Typewritten Text Amendment A003 12/19/2017

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B I D S C H E D U L E Schedule A Account: ALL

Project No: NM FLAP 52000(1)

Name: 2nd Street Southwest Corridor Improvements and AdditCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15214-1000 Line A0040 ALL LPSM $

15215-3000 Line A0060 35 EACH $ $

15225-0000 Line A0080 0.000 MILE $ $

15236-2000 Line A0100 3.600 MILE $ $

15301-0000 Line A0120 ALL LPSM $

15401-0000 Line A0140 ALL LPSM $

15501-0000 Line A0160 ALL LPSM $

15705-1400 Line A0180 15,500 LNFT $ $

15705-1800 Line A0200 110 LNFT $ $

15706-1000 Line A0220 19 EACH $ $

15706-1600 Line A0240 4 EACH $ $

15802-0000 Line A0260 ALL LPSM $

20101-0000 Line A0280 14.5 ACRE $ $

20302-1200 Line A0300 1,330 LNFT $ $

20302-2100 Line A0320 90 LNFT $ $

20303-1600 Line A0340 8,000 SQYD $ $

20315-0000 Line A0360 8,100 LNFT $ $

20401-0000 Line A0380 10,000 CUYD $ $

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF PIPE CULVERT

REMOVAL OF PAVEMENT, ASPHALT

SAWCUTTING PAVEMENT

MOBILIZATION

SURVEY AND STAKING, BRIDGE (GRS-IBS)

SURVEY AND STAKING, DRAINAGE STRUCTURE

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

ROADWAY EXCAVATION

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF GUARDRAIL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

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Project No: NM FLAP 52000(1)

Name: 2nd Street Southwest Corridor Improvements and AdditCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20420-0000 Line A0400 140 CUYD $ $

20441-0000 Line A0420 6,500 CUYD $ $

20801-0000 Line A0440 350 CUYD $ $

21102-2000 Line A0460 ALL LPSM $

25101-0100 Line A0480 10 CUYD $ $

25101-0200 Line A0500 5 CUYD $ $

25101-0300 Line A0520 540 CUYD $ $

30202-2000 Line A0540 7,000 TON $ $

30402-1000 Line A0560 12,500 SQYD $ $

40301-0100 Line A0580 8,500 TON $ $

40301-0100 Line A0600 2,000 TON $ $

40601-0000 Line A0620 20 TON $ $

41102-1000 Line A0640 29,000 SQYD $ $

41105-0000 Line A0660 110 TON $ $

41201-0000 Line A0680 20 TON $ $

41301-0600 Line A0700 14,000 SQYD $ $

41801-3000 Line A0720 1,600 SQYD $ $

55201-0600 Line A0740 40 CUYD $ $

55401-1000 Line A0760 1,100 LB $ $

STRUCTURAL CONCRETE, CLASS C (AE)

REINFORCING STEEL

TACK COAT

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3

FULL DEPTH RECLAMATION, METHOD 1

ASPHALT CONCRETE PAVEMENT, TYPE 1 (MAINLINE PAVEMENT, PG 76-28)

ASPHALT CONCRETE PAVEMENT, TYPE 1 (TRAIL PAVEMENT, PG 70-22)

STRUCTURE EXCAVATION

ROADWAY OBLITERATION, METHOD 2

PLACED RIPRAP, METHOD A, CLASS 1

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

EMBANKMENT CONSTRUCTION

WASTE

PLACED RIPRAP, METHOD A, CLASS 2

PLACED RIPRAP, METHOD A, CLASS 3

ROADWAY AGGREGATE, METHOD 2

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Project No: NM FLAP 52000(1)

Name: 2nd Street Southwest Corridor Improvements and AdditCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

55504-0000 Line A0780 ALL LPSM $

56301-1000 Line A0800 ALL LPSM $

57401-0000 Line A0820 710 SQYD $ $

57402-0000 Line A0840 360 TON $ $

57403-0000 Line A0860 60 SQYD $ $

60103-0000 Line A0880 1 EACH $ $

60103-0000 Line A0900 1 EACH $ $

60202-0200 Line A0920 3,800 LNFT $ $

60202-0400 Line A0940 500 LNFT $ $

60211-0800 Line A0960 1 EACH $ $

60220-2950 Line A0980 200 LNFT $ $

60401-0000 Line A1000 3 EACH $ $

60403-0000 Line A1020 10 EACH $ $

60403-2200 Line A1040 9 EACH $ $

60421-0000 Line A1060 1 EACH $ $

60901-0000 Line A1080 3,900 LNFT $ $

60902-0800 Line A1100 70 LNFT $ $

60902-1200 Line A1120 7,500 LNFT $ $

61110-1000 Line A1140 ALL LPSM $

CURB AND GUTTER, CONCRETE, 10-INCH DEPTH (ROLL TYPE)

CURB AND GUTTER, CONCRETE, 14-INCH DEPTH

IRRIGATION SYSTEM

10 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

MANHOLE

INLET

INLET, FLH TYPE 7A

OIL/GRIT SEPARATOR (WATER QUALITY STRUCTURE)

CURB, CONCRETE (FLUSH CURB)

GRS-IBS, CONCRETE MASONRY UNIT

CONCRETE, HEADWALL (INLET HEADWALL, WINGWALLS, APRON)

CONCRETE, HEADWALL (OUTLET HEADWALL, WINGWALLS, APRON)

18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

PRE-FABRICATED STEEL BRIDGE (GRS-IBS, PEDESTRIAN BRIDGE)

PAINTING, CONCRETE STRUCTURE

GRS-IBS, GEOSYNTHETIC REINFORCEMENT

GRS-IBS, OPEN-GRADED BACKFILL

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Project No: NM FLAP 52000(1)

Name: 2nd Street Southwest Corridor Improvements and AdditCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61501-0100 Line A1160 1,600 SQYD $ $

61502-1000 Line A1180 25 SQYD $ $

61504-1000 Line A1200 300 SQYD $ $

61509-0000 Line A1220 90 SQYD $ $

61601-1000 Line A1240 50 SQYD $ $

61701-4500 Line A1260 1,100 LNFT $ $

61702-1500 Line A1280 10 EACH $ $

61707-4000 Line A1300 55 LNFT $ $

61901-2250 Line A1320 4,800 LNFT $ $

61901-2500 Line A1340 1,800 LNFT $ $

61902-1600 Line A1360 2 EACH $ $

62201-0250 Line A1380 40 HOUR $ $

62201-0400 Line A1400 40 HOUR $ $

62201-0950 Line A1420 40 HOUR $ $

62201-2800 Line A1440 40 HOUR $ $

62301-0000 Line A1460 100 HOUR $ $

62302-1000 Line A1480 100 HOUR $ $

62302-1100 Line A1500 100 HOUR $ $

62402-0300 Line A1520 1.3 ACRE $ $

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

FENCE, SPLIT RAIL, 3 RAIL (WOOD)

GATE, METAL, 20 FEET WIDTH (WROUGHT IRON, 6' HEIGHT)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY BUCKET, 12-INCH WIDTH

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 8 FOOT MINIMUM BLADE

DETECTABLE WARNING PANELS

SLOPE PAVING, CONCRETE

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

TERMINAL SECTION, TYPE MGS TANGENT

STRUCTURE TRANSITION RAILING, MGS SYSTEM

FENCE, RAIL (WROUGHT IRON, 6' HEIGHT)

SIDEWALK, CONCRETE

DRIVE PAD, CONCRETE

ACCESSIBILITY RAMP, CONCRETE

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Project No: NM FLAP 52000(1)

Name: 2nd Street Southwest Corridor Improvements and AdditCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62510-1000 Line A1540 4.3 ACRE $ $

62515-1000 Line A1560 4.3 ACRE $ $

62632-0000 Line A1580 ALL LPSM $

63301-0000 Line A1600 66 EACH $ $

63401-0700 Line A1620 62,500 LNFT $ $

63401-0800 Line A1640 6,100 LNFT $ $

63405-1300 Line A1660 23 EACH $ $

63405-1400 Line A1680 2 EACH $ $

63405-1450 Line A1700 12 EACH $ $

63405-1600 Line A1720 1 EACH $ $

63502-0600 Line A1740 10 EACH $ $

63502-0700 Line A1760 100 EACH $ $

63502-1300 Line A1780 100 EACH $ $

63502-2000 Line A1800 3 EACH $ $

63502-2100 Line A1820 2 EACH $ $

63503-0400 Line A1840 200 LNFT $ $

63503-1000 Line A1860 4,200 LNFT $ $

63504-1000 Line A1880 500 SQFT $ $

63505-1000 Line A1900 6.1 MILE $ $

TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

PAVEMENT MARKINGS, TYPE D, "ONLY" WORD MESSAGE

PAVEMENT MARKINGS, TYPE D, RAILROAD SYMBOL

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

PLANTINGS

SIGN SYSTEM

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, BROKEN

PAVEMENT MARKINGS, TYPE D, TURN ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT/TURN ARROW COMBINATION

SEEDING, DRY METHOD

MULCHING, DRY METHOD

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Project No: NM FLAP 52000(1)

Name: 2nd Street Southwest Corridor Improvements and AdditCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63506-0500 Line A1920 6,000 HOUR $ $

63511-0100 Line A1940 1,500 HOUR $ $

63601-1000 Line A1960 ALL LPSM $

63601-2000 Line A1980 ALL LPSM $

63602-7000 Line A2000 2 EACH $ $

63610-2800 Line A2020 4,500 LNFT $ $

63621-1000 Line A2040 14 EACH $ $

64502-0000 Line A2060 20 EACH $ $

64604-3000 Line A2080 40 LNFT $ $

LOCATE UTILITIES (POTHOLING)

FIXTURE, PEDESTRIAN RAILING

TEMPORARY TRAFFIC CONTROL, RAILROAD FLAGGER

SYSTEM INSTALLATION, TRAFFIC SIGNAL

SYSTEM INSTALLATION, LIGHTING

SYSTEM INSTALLATION, SPEED FEEDBACK SIGN

CONDUIT, 4-INCH, PVC

UTILITY BOX, PULLBOX

TEMPORARY TRAFFIC CONTROL, FLAGGER

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Option X Account: ALL

Project No: NM FTFW VAOR(1)

Name: Entrance Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line X0020 ALL LPSM $

15215-3000 Line X0040 5 EACH $ $

15215-7000 Line X0060 1 EACH $ $

15225-0000 Line X0080 0.600 MILE $ $

15236-2000 Line X0100 1.100 MILE $ $

15301-0000 Line X0120 ALL LPSM $

15401-0000 Line X0140 ALL LPSM $

15501-0000 Line X0160 ALL LPSM $

15705-1400 Line X0180 3,600 LNFT $ $

15706-1600 Line X0200 1 EACH $ $

15802-0000 Line X0220 ALL LPSM $

20101-0000 Line X0240 1.2 ACRE $ $

20304-1000 Line X0260 ALL LPSM $

20420-0000 Line X0280 4,600 CUYD $ $

25101-0200 Line X0300 20 CUYD $ $

30202-2000 Line X0320 1,590 TON $ $

40301-0100 Line X0340 260 TON $ $

40301-0100 Line X0360 650 TON $ $

40601-0000 Line X0380 2 TON $ $

Schedule Total: ________________________

Submitted by: _________________________

ROADWAY AGGREGATE, METHOD 2

ASPHALT CONCRETE PAVEMENT, TYPE 1 (PG 70-22) FOR TRAIL CONSTRUCTION

ASPHALT CONCRETE PAVEMENT, TYPE 1 (PG 76-28) FOR ROAD CONSTUCTION

MOBILIZATION

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

FOG SEAL

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

EMBANKMENT CONSTRUCTION

PLACED RIPRAP, METHOD A, CLASS 2

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

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Project No: NM FTFW VAOR(1)

Name: Entrance Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

41102-1000 Line X0400 3,900 SQYD $ $

41201-0000 Line X0420 2 TON $ $

50101-2600 Line X0440 190 SQYD $ $

60202-0200 Line X0460 70 LNFT $ $

60202-0400 Line X0480 100 LNFT $ $

60211-0600 Line X0500 3 EACH $ $

60211-0800 Line X0520 4 EACH $ $

60403-2200 Line X0540 2 EACH $ $

61901-2500 Line X0560 700 LNFT $ $

61902-2200 Line X0580 1 EACH $ $

61904-0000 Line X0600 3 EACH $ $

62402-0400 Line X0620 0.7 ACRE $ $

62510-1000 Line X0640 0.7 ACRE $ $

62515-1000 Line X0660 0.7 ACRE $ $

63301-0000 Line X0680 13 EACH $ $

63401-0700 Line X0700 6,490 LNFT $ $

63401-0800 Line X0720 720 LNFT $ $

63405-1300 Line X0740 4 EACH $ $

63405-1450 Line X0760 3 EACH $ $

PAVEMENT MARKINGS, TYPE D, TURN ARROW

PAVEMENT MARKINGS, TYPE D, "ONLY" WORD MESSAGE

SIGN SYSTEM

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, BROKEN

FENCE, SPLIT RAIL, 3 RAIL

GATE, METAL, 34 FEET WIDTH

BOLLARD POST

MINOR CONCRETE PAVEMENT, PLAIN, 6-INCH DEPTH

18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

FURNISHING AND PLACING TOPSOIL, 6-INCH DEPTH

SEEDING, DRY METHOD

MULCHING, DRY METHOD

PRIME COAT, METHOD 1

TACK COAT

END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

INLET, FLH TYPE 7A

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Project No: NM FTFW VAOR(1)

Name: Entrance Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63501-0000 Line X0780 ALL LPSM $

TEMPORARY TRAFFIC CONTROL

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SPECIAL CONTRACT REQUIREMENTS

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges, on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

12/18/2017

1 Revision 1 (revisions are clouded)

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Section 101. – TERMS, FORMAT, AND DEFINITIONS

101.03 Abbreviations.

(a) Acronyms. Add the following: GSA – General Services Administration

(b) US Customary abbreviations and symbols. Delete the text and add the following:

A — ampere electric current

ac. — acre area BTU — British Thermal Unit energy

cu. in. or in3 — cubic inches volume

cu. ft., cf, ft3 or CUFT — cubic feet volume

cu. yd., cy, yd3 or CUYD — cubic yards volume D — day time deg. or º — degree plane angle Fc — foot-candles luminous intensity

fl. oz. — fluid ounces volume

ft. or ' — foot or feet length gal. or GAL — gallon volume H — Henry inductance

hr. or HR — hour time Hz — hertz (s-1) frequency

in. or " inch or inches length K — kelvin temperature lb or LB, lbs — pound, pounds mass Lbf — pound-force force lnft or LNFT linear foot length

mi. — miles length min. or m — minute time min. or ' — minute plane angle ºF — degrees Fahrenheit temperature

oz. — ounces mass Psi — pounds/square inch pressure Q — cubic feet/second flow rate sec. or s — second time sec. or " — second plane angle

sq. in. or in2 — square inches area

sq. ft., sf, ft2 or SQFT — square feet area

sq. yd., sy, yd2 or SQYD — square yards area T — short ton (2000 lbs) mass V — volt (W/A) electric potential W — watt (J/s) power

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2nd Street SW Corridor

YD — yard or yards length

— ohm V/A electric resistance

(c) Metric unit abbreviations and symbols. Delete the text and add the following:

A — ampere electric current Cd — candella luminous intensity oC — degree Celsius temperature D — day time deg. or º — degree plane angle g or gram — gram mass H — Henry inductance Ha — hectare area

hr. or HR — hour time Hz — hertz (s-1) frequency J — Joule (N.m) energy K — kelvin temperature Kg — kilogram mass L — liter volume Lx — lux illuminance M — meter length mm — millimeter length m2 — meter squared area m3 — cubic meter volume min. or m — minute time min. or ' — minute plane angle N — Newton (kg.m/s2) force Pa — Pascal (N/m2) pressure sec. or s — second time sec. or " — second plane angle Sta. — station Length T — metric ton Mass V — volt (W/A) electric potential W — watt (J/s) Power

— ohm V/A electric resistance

101.04 Definitions.

Roadway Prism Delete the text and substitute the following:

Roadway Prism – The volume defined by the area between the original terrain cross-section and the final design cross-section multiplied by the horizontal distance between the centroids (geometric center) of the area.

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2nd Street SW Corridor

Subcontractor Delete the text and substitute the following:

Subcontractor – An individual or legal entity with which the Contractor sublets part of the work.

This includes subcontractors and material suppliers at any tier.

Section 105. — CONTROL OF MATERIAL

105.01 Source of Supply and Quality Requirements. Add the following:

Materials containing petroleum-based solvents such as cutback asphalts and traffic paints may be restricted from use by local laws or ordinances in certain geographic areas. Upon presenting proof of such restrictions, alternate materials considered acceptable to the CO may be substituted for the materials specified in the contract.

Add the following:

Certify, according to Subsection 107.10 (d)(2), that sources of rock, sand, gravel, earth, subsoil, or other natural material imported into the project construction limits are noxious weed free.

105.02 Material Sources

105.04 Storing and Handling Material. Add the following after the third sentence of the second paragraph:

For Contractor-located, non-commercial staging, storing, and material handling areas, secure environmental clearances according to Subsection 107.10.

Add the following:

The Contractor may use the Valle de Oro National Wildlife Refuge (Refuge) site for a staging area and storage of materials site/stockpiles. The Refuge master plan development construction may be ongoing at the same time as this project within the Refuge boundaries. Coordinate exact location and limits of the staging and stockpiling area and terms of use with the CO prior to beginning any work.

Section 106. — ACCEPTANCE OF WORK

106.01 Conformity with Contract Requirements. Delete (a) and (b) and substitute the following:

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve

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2nd Street SW Corridor the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

(1) Sampling method

(2) Number of samples

(3) Sample transport

(4) Test procedures

(5) Testing laboratories

(6) Reporting

(7) Estimated time and costs

(8) Validation process

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

(1) Have the work accepted at a reduced price; or

(2) Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

Add the following after (b):

The number of significant figures used in the calculations will be according to ASTM E 29, absolute method.

Where sample/testing procedures make reference to AASHTO, ASTM, or other standards (designated as FLH T), the procedure as modified in the Materials Manual shall govern. Where the specifications make reference to AASHTO Test T11, “Procedure B - Washing Using a Wetting Agent” shall be the procedure followed.

Where the specifications make reference to AASHTO Test T310, “Direct Transmission Method of In-Place Nuclear Density and Moisture Content” shall be the procedure followed.

106.02 Visual Inspection. Delete the Subsection and substitute the following:

106.02 Visual Inspection. Acceptance is based on visual inspection of the work for compliance with the contract requirements. In the absence of specific contract requirements or tolerances, use prevailing industry standards.

106.03 Certification. Add the following after the second paragraph:

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2nd Street SW Corridor

See Table 106-3 for schedule for full or partial acceptance by material certification. Submit certification and sample of material for testing as required.

Delete the third bullet of the third paragraph and substitute the following:

Contractor signed certification stating “to the best of our knowledge the materials certified by the attached certification represent the materials incorporated into the work of this contract”; and

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification. Add Table 106-3 following Table 106-2.

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification

Section Description Material Material Property Or Specification

Frequency Certification Sample

302 Minor Crushed Aggregate Crushed Aggregate Source, Quality and

Gradation 1 per source 1 per source

312 Dust Palliative

Calcium Chloride Magnesium Chloride, Lignosulfonate, As specified 1 per shipment First shipment

403 Asphalt Concrete Aggregate Asphalt Mix

Source quality, Gradation, Stability, and Grade 1 per mix 1 per source

634 and

Permanent Pavement Markings, Temporary Traffic Control

634.02 as applicable, 635 as applicable As specified 1 per source -----

701 Hydraulic Cement

Portland Cement, Blended Hydraulic Cement, Masonry and Mortar Cement

AASHTO M 85, M

240, ASTM C 91 and ASTM C1392 as applicable

1 per shipment 1 per 100 tons

702.01 Asphalt Material Asphalt Cement

AASHTO M 226 or

M 320, as applicable

1 per shipment 1 per shipment

702.02 Asphalt Material Emulsified Asphalt AASHTO M 140 or

M 208 as applicable 1 per shipment 1 per shipment

702.03 Asphalt Material

Asphalt Materials used for Damproofing and Waterproofing

Concrete and Masonry Surfaces

As specified for each type of asphalt material 1 per shipment -----

702.05 Antistrip As specified As applicable 1 per shipment -----

706 Concrete and Plastic Pipe As specified As applicable 1 per shipment -----

707 Metal Pipe As specified As applicable 1 per shipment ----- 708 Plastic Pipe As specified As applicable 1 per shipment -----

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2nd Street SW Corridor

Section Description Material Material Property Or Specification

Frequency Certification Sample

709 Reinforcing and Prestressing Steel As specified As applicable 1 per shipment

For 709.01 submit 3, 1-yard (1-meter) bars of each size and grade of bar furnished.

709.02 submit

6-foot (2-meter) length for each size furnished

710 Fence and Guardrail As specified As applicable 1 per shipment -----

Concrete Curing

Material and Admixtures

As specified As applicable 1 per material source per material type

712 Joint Material (all) As specified As applicable 1 per shipment -----

Roadside

Improvement Materials (all)

As specified As applicable 1 per shipment -----

714 Geosynthetic Material (all) As specified As applicable 1 per shipment 1 per project per type 715 Piling As specified As applicable 1 per shipment -----

716 Material for Timber Structures

Timber and Hardware As applicable 1 per shipment -----

717 Structural Metal As specified As applicable 1 per shipment

717.01(e) minimum

6 per shipment for each size used.

717.10 1 per project

Traffic Signing and Marking Material (all)

As specified As applicable 1 per shipment -----

719 Paint As specified As applicable 1 per batch\lot

1 sample for quantities

> 25 gallons (100L)

Structural Wall and Stabilized Embankment Material (all)

As specified As applicable 1 per shipment per material type

Electrical and Illumination Material (all)

As specified As applicable 1 per shipment per material type

722 Anchor Material As specified As applicable 1 per shipment -----

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2nd Street SW Corridor

Section Description Material Material Property Or Specification

Frequency Certification Sample per material type

725 Miscellaneous materials As specified As applicable

1 per shipment per material type

Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

107.01 Laws to be Observed. Add the following:

Section 401 and 404 of the Clean Water Act.

Comply with the terms and conditions of any permits that are issued for the performance of work within the jurisdictional waters of the U.S., including Section 404 permits and Section 401water quality certifications.

National Pollutant Discharge Elimination System (NPDES) in New Mexico

Comply with the requirements of the EPA NPDES Construction General Permit (CGP) NMR100000 for erosion and sediment control due to storm water runoff. A copy of the 2017 permit is located at:

https://www.epa.gov/npdes/epas-2017-construction-general-permit-cgp-and-related-documents

This permit is scheduled to expire on 02/16/2022. Amend the SWPPP and site plan when the new permit goes into effect to meet new permit conditions.

(a) General. Designate a qualified Erosion Control Supervisor according to Subsection 157.03.

Obtain a separate NPDES permit associated with industrial activity for any mobile asphalt and concrete plants that provide material for the project. Provide a copy of the permit and acknowledgement letter to the CO for their records.

(b) Preparation of the Storm Water Pollution Prevention Plan (SWPPP). The Government has prepared a preliminary SWPPP. Update the preliminary SWPPP and site plans for the project or develop a new SWPPP and provide to the CO for review. When the SWPPP is accepted by the CO and signed by both the CO and the Contractor, it will be the document in force on the project. Implement the SWPPP as required throughout the construction period.

Modify the erosion control details and layout sheets included in the plans, as necessary, to accommodate project site conditions and proposed construction operations and include them in the SWPPP.

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2nd Street SW Corridor

(c) Notice of Intent (NOI). All operators are required to submit a notice of intent at least 14 days prior to start of earth disturbance. Provide a copy of the contractor’s NOI and confirmation letter to the CO. The Government will also file a NOI and provide that information to the Contractor for inclusion in the SWPPP. Do not perform any ground disturbing activities including clearing, grubbing, or earthwork until an acknowledgement letter is received from the EPA and the SWPPP has been approved and implemented.

Post all project authorization numbers and other requirements at a location accessible to the public according to Section 1.5 of the CGP.

(d) Inspections and Revisions to the SWPPP. Perform inspections as required in the CGP.

Document inspections and retain records in the SWPPP. Update the SWPPP and ensure that all procedures, practices, and inspections are current.

Place the SWPPP and all updates in a three-ring binder so that completed inspection forms and other records may be inserted. Make the SWPPP available for public inspection and for use by the CO.

Revisions to the SWPPP may be necessary during construction to make improvements or to respond to unforeseen conditions noted during construction or site inspections. For that purpose, specify in the SWPPP the mechanism whereby revisions may be proposed by the Contractor or the CO and incorporated into the plan, including review and approval of minor changes. Jointly approve and sign each revision to the SWPPP. Implement approved changes according to the

CGP.

(e) Notice of Termination (NOT). File a NOT when the conditions listed in the CGP have been met or transfer the permit to FHWA when project has reached final acceptance.

At the completion of the project, provide the CO with the complete SWPPP, including inspection forms, logs, and all other required documentation added during the project.

107.02 Protection and Restoration of Property and Landscape

Add the following at the end of this subsection :

The locations of the utilities shown in the plans have been certified to a Quality Level B with spot locations certified to a Quality Level A according to the CFLHD Utility Data Quality Certification requirements:

http://flh.fhwa.dot.gov/resources/row/cfl/documents/UtilityDataQualityLevelCertification.doc Table 107-1

Status of Utilities

Company Utility Type Contact Name

Phone Number

Status 1, 2, 3, or

1 ABCWUA Water/Wastewater/Storm Marty 505-289- 4

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2nd Street SW Corridor

Sanchez 3242

ABCWUA Water/Wastewater/Storm Anthony

Montoya 505-289-

AMAFCA Arroyo Nolan

Bennett 505-884-

4 APS Service Lines Martin Eckert

505-765-

5 AT&T

Transmission

Transmission Sean Kelly 505-842-

Bernalillo County Public Works

Utilities Veronica Cid

505-848-

7 Century Link Telecommunications Natalia Antonio

505-245-

8 Century Link Network Mike Mullins

520-838-

9 Comcast Cable TV Mike Mortus

505-271-

10 Holly Energy Pipeline Paul Evans 575-748-

11 Magellen Pipeline Butch Savedra

505-259-

MRGCD Arroyo Alicia

Lopez Ray Gomez

505-247-

13 NM Gas Gas Robert Smith

505-697-

14 NM Gas Gas Joe Hernandez

505-249-

15 NM Gas Gas Kevin Whittenberg

505-697-

16 PNM Electric Julieann Quintana

505-421-

17 PNM Electric Paul Dunagan

505-977-

18 Verizon Business

Business Lines Don Torbett 918-590-

19 Western Refining

Pipeline Wayne Nolde

505-632-

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2nd Street SW Corridor

Status 1: The utilities are in conflict with the project and REQUIRE relocation by OTHERS DURING construction.

Status 2: The utilities are in conflict with the project and REQUIRE relocation by the Contractor DURING construction.

Status 3: The utilities are in conflict with the project and REQUIRE relocation BEFORE construction.

Status 4: The utilities are located within the project rights of way but require NO relocation.

107.05 Responsibility for Damage Claims. Add the following after the first sentence of the third paragraph:

Certify that policies will not be changed or canceled until 30 days written notice has been given to the Government.

107.10 Environmental Protection.

(a) Federal Water Pollution Control Act (Clean Water Act) 33 USC § 1251 et seq. Add the following:

(4) Do not ford running streams with construction equipment. Obtain approval from the CO to use temporary bridges or other structures whenever crossings are necessary.

(5) Immediately clear ephemeral drainages, intermittent and perennial streams, lakes and reservoirs of all work items, debris or other obstructions placed by or resulting from construction operations.

(6) Locate machinery servicing and refueling areas away from streambeds and washes to reduce the possibility and minimize the impacts of accidental spills or discharges.

(b) Oil and hazardous substances. Add the following to the end of the third paragraph:

Sand or soils are not approved absorbent materials.

Add the following to the end of the fourth paragraph:

Report the spill to the appropriate federal, state, and local authorities as required by the SPCC plan or hazardous spill plan.

(d) Clearances for Contractor-selected, noncommercial areas. Add the following to the end of the first paragraph:

Do not import into the project limits rock, sand, gravel, earth, subsoil, or other natural materials from a Contractor-selected non-commercial materials source, that have not been certified free of noxious weeds. Materials imported into the project limits which do not include a noxious weed free certification may be rejected and ordered by the CO to be

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2nd Street SW Corridor removed from the project limits. The CO has the discretion of requesting inspection of certified materials by a third party, and rejecting the use of the source if noxious weeds or seeds thereof are found to be present.

Add the following:

(5) Any required Certifications.

Section 108. — PROSECUTION AND PROGRESS

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

The Right of Way (ROW) at the existing parcel at the outlet of the Concrete Box Culvert near STA 84+00 LT has not been acquired. No work will be allowed until the ROW has been acquired. The ROW acquisition is anticipated to be completed before the contractor begins work. Coordinate with the CO regarding the status of the ROW acquisition. The existing parcel is from approximate Station 82+00 LT to approximate Station 86+00 LT.

This project requires work within the existing Railroad Right of Way and Railroad work by a separate Railroad contractor for the railroad crossing work, railroad gates, signals, bungalow, etc.

The Railroad work is being completed by Herzog as designated by NMDOT Rail Bureau and Rio Metro. Coordinate the railroad work with CO. NMDOT Rail Bureau contact is Rob Fine at

(505) 827-5133 for overall Railroad questions, issues, and to obtain right of entry permit. Rio Metro contact is Stephanie Paiz at (505) 414-1308 to schedule railroad flagging and to schedule rail safety certification course for contractor and subcontractor employees.

There are other adjacent separate projects that will be occurring at the same time and within the project limits as this project.

The Albuquerque Water Utility Authority (ABCWUA) is installing a new recycled waterline that runs through this project corridor. The tentative location of the new waterline is under the northbound 2nd Street driving lane. NTP November 20, 2017. Substantial completion date anticipated May 31, 2018.

The Albuquerque Metropolitan Arroyo Flood Control Authority (AMAFCA) is reconstructing the drainage and irrigation channels south of Desert Road to the Valle de Oro National Wildlife Refuge property. This work is adjacent to the 2nd Street SW Corridor along the west side of 2nd St and south of Desert Road. Under construction with substantial completion date anticipated March 31, 2018.

The US Fish and Wildlife Service and Valle de Oro National Wildlife Refuge (NWR) is redeveloping the overall Master Plan for the Valle de Oro NWR site.

Verify the exact location, limits of construction, construction schedules, and sequence of work of these adjacent projects with the CO prior to beginning work.

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2nd Street SW Corridor

Coordinate sequencing of construction activities with other contractors to schedule a logical sequencing of work activities between projects to minimize rework, minimize traffic control delays, and avoid schedule delays.

Perform no work except to maintain traffic control devices, erosion control devices, the roadway driving surface, and to control dust during the listed Federal holidays and surrounding days as shown in Table 108-2.

Table 108-2 Federal Holidays and Surrounding Days

Federal Holiday Time Remarks

Memorial Day 12:00 Noon Friday to 6:00 am Tuesday -

Independence Day

12:00 Noon July 3 to 6:00 am July 5

If July 4 falls on a weekend, Friday, or Monday, do not work the weekend.

Labor Day 12:00 Noon Friday to 6:00 am Tuesday -

Thanksgiving 12:00 Noon

Wednesday to 6:00 am Monday

Christmas / New Year’s

12:00 Noon December 23 to

6:00 am January 2

If December 23 or January 1 falls on a Monday, do not work the adjacent weekend and do not work on December 23. If January 1 falls on a Friday, do not work the weekend.

Schedule at least 2 non-work days out of every 14 calendar days. The selected non-work days do not need to be consecutive, but they must be scheduled. Provide at least 2 weeks notice before changing the scheduled days off.

Exemptions to scheduled days off may be granted by written approval from the CO for specific project operations and/or for periods of limited duration.

Add the following:

A Notice to Proceed must be issued before commencement of any work. The contract completion date is November 30, 2018 for both Schedule A and Option X.

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2nd Street SW Corridor

Section 109. — MEASUREMENT AND PAYMENT

109.02 Measurement Terms and Definitions.

(o) Square foot and Square yard (Square meter). Add the following: Do not measure overlaps.

109.08 Progress Payments.

(b) Closing date and invoice submittal date. Delete the text and substitute the following:

Submit invoices to the designated billing office by the 7th day after the closing date. Invoices received by the designated billing office after the 16th day following the closing date will not be accepted for payment processing that month. Include late, unprocessed invoice submittals in the following months invoice.

(e) Processing progress payment requests.

(1) Proper invoices. Delete the title and text and substitute the following:

(1) Invoices received by the 7th day following the closing date.

(a) Proper invoices. If the invoice meets the requirements of Subsection 109.08(c), and the quantities and unit prices shown on the Contractor's invoice agree with the corresponding quantities and unit prices shown on the Government's receiving report, the invoice will be paid.

(b) Defective invoices. If the invoice does not meet the requirements of Subsection 109.08(c), or if any of the quantities or unit prices shown on the Contractor's invoice exceed the corresponding quantities and unit prices shown on the Government's receiving report, the invoice will be deemed defective and the Contractor so notified according to FAR Clause 52.232-27(a)(2). Defective invoices will not be corrected by the Government and will be returned to the Contractor within 7 days after the Government's designated billing office receives the invoice.

Revise and resubmit returned invoices by the 18th day following the closing date. The CO will evaluate the revised invoice. If the invoice still does not meet the requirements of Subsection 109.08(c), the Contractor will be so notified according to FAR Clause 52.232- 27(a)(2), and no progress payment will be made that month. Correct the deficiencies and resubmit the invoice the following month.

If the revised invoice meets the requirements of Subsection 109.08(c), but still had quantities or unit prices exceeding the corresponding quantities and unit prices shown on the Government's receiving report, the Government's data for that item or work will be used.

The Contractor's invoice, as revised by the Government's receiving report, will be forwarded

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2nd Street SW Corridor for processing by the 23rd day following the closing date. The Contractor will be notified by the 23rd day following the closing date of the reasons for any changes to the invoice.

(2) Defective invoices. Delete the title and text and substitute the following:

(2) Invoices received between the 8th and 16th day following the closing date.

(a) Proper invoices. If the invoice meets the requirements of Subsection 109.08(c), and the quantities and unit prices shown on the Contractor's invoice agree with the corresponding quantities and unit prices shown on the CO's receiving report, the invoice will be deemed proper and forwarded for processing within 7 days of receipt.

(b) Defective invoices. If the invoice does not meet the requirements of Subsection 109.08(c), the invoice will be deemed defective, the Contractor so notified according to FAR Clause 52.232-27(a)(2), and no progress payment will be made that month. Correct the deficiencies and resubmit the invoice the following month.

If the invoice meets the requirements of Subsection 109.08(c), but has quantities or unit prices exceeding the corresponding quantities and unit prices shown on the Government's receiving report, the Government's data for that item of work will be used. The Contractor's invoice, as revised by the Government's receiving report, will be forwarded for processing within 7 days of the Government's receipt of the invoice. The Contractor will be notified of the reasons for any changes to the invoice.

(f) Partial payments. Delete the subsection and substitute the following:

(f) Partial payments. Progress payments may include partial payment for material to be incorporated in the work according to FAR Clause 52.232-5(b)(2), provided the material meets the requirements of the contract and is delivered on, or in the vicinity of, the project site or stored in acceptable storage places.

Partial payments for stockpiled manufactured material (aggregates) will be based on Contractor process control test results. If test results show the material to be out-of-specification, or in “reject” where statistical evaluation procedures are used, no payment for stockpiled materials will be made.

Partial payment for material does not constitute acceptance of such material for use in completing items of work. Partial payments will not be made for living or perishable material until incorporated into the project.

Individual and cumulative partial payments for preparatory work and material will not exceed the lesser of:

(1) 80 percent of the contract bid price for the item; or

(2) 100 percent of amount supported by copies of invoices submitted.

The quantity paid will not exceed the corresponding quantity estimated in the contract. The CO

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2nd Street SW Corridor may adjust partial payments as necessary to protect the Government.

Section 152. — CONSTRUCTION SURVEY AND STAKING

Construction Requirements

152.04 General. Add the following to the second paragraph:

The Government will establish basic survey control points for vertical and horizontal control of the project.

The Government will furnish the following:

(1) 3D coordinates and offset distance from centerline for subgrade and surface course finishing stakes at 50-foot (20-meter) intervals and miscellaneous intermediate stations.

(2) Slope stake data containing centerline grade and slope staking information at 50-foot (20-meter) station intervals and miscellaneous intermediate stations.

(3) Computer listings containing: horizontal alignment, vertical alignment, earthwork quantities, and staking details showing superelevation template data and slope information.

Delete the last sentence of the fourth paragraph from the bottom of the subsection and substitute the following:

Reestablish missing control points and stakes before slope staking begins.

152.05 Survey and Staking Requirements.

(g) Culverts. Delete the first paragraph and substitute the following:

Field verify the location of each individual culvert with the CO prior to surveying, designing, and staking culverts. Perform the following if the culvert design shown in the plans does not fit field conditions or when the CO requires adjustment to a culvert location:

(4) Delete the first paragraph and substitute the following:

Recommend a revised culvert location and alignment. Plot the centerline of the proposed culvert at a clear and readable scale. Show the natural ground, the flow line, the roadway section, and the culvert including end treatments and other appurtenances. Provide the elevations, grade, culvert length, degree of elbow, catch points, and hinge points on the plot.

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2nd Street SW Corridor

(h) Bridges. Delete the paragraph and substitute the following:

Set adequate horizontal and vertical control and reference points for bridge substructure and superstructure components including GRS-IBS components. Establish and reference the bridge chord, bridge tangent, or control lines as specified on the bridge plans. Also establish and reference the centerline of each abutment.

Measurement

152.07 Add the following to the third paragraph:

Reestablishing missing control points and stakes will be measured under Special labor, Hired survey services when it is paid by the hour.

152.07 Delete the fourth paragraph and substitute the following:

Do not measure miscellaneous survey and staking.

152.07 Add the following:

Survey and culvert plotting required under 152.05(g)(1) through (4) will be measured under Special labor, Hired survey services when it is paid by the hour.

Section 153. — CONTRACTOR QUALITY CONTROL

Construction Requirements

153.02 Qualifications.

(a)(1) Full-time, on-site QCM. Add the following:

(4) A degree from a 4-year construction management, construction engineering, or similar program, and having at least 3 years’ experience as (a) a highway construction contractor foreman, project engineer, or equivalent, or (b) a federal or state highway construction lead inspector or equivalent.

153.03 Quality Control Plan (QCP).

(b) Quality control procedures

(2) Add the following: List the material to be tested by pay item, tests to be conducted, the location of sampling, and the frequency of testing.

Add the following:

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2nd Street SW Corridor

(d) Subcontractors and suppliers. Include the work of all subcontractors. If a subcontractor is to perform work under this Section, explain how the subcontractor’s inspection plan will interface with the Prime Contractor first tier subcontractors and lower tier subcontractors and organizations, and the CO. Include the work of major suppliers and suppliers of structural and geotechnical services and materials.

Add the following:

Modifications or additions may be required to any part of the plan that is not adequately covered.

Acceptance of the quality control plan will be based on the inclusion of the required information.

Acceptance does not imply any warranty by the Government that the plan will result in consistent contract compliance. It remains the responsibility of the Contractor to demonstrate such compliance.

153.04 Prosecution of Work. Delete the sentence and substitute the following:

Address each of the subjects shown for each phase of construction:

(a) Preparatory phase.

(1) Delete the paragraph and substitute the following:

In a preparatory phase meeting, review the contract requirements for the work; the process for constructing the work; and the plan for inspecting, testing, measuring, and reporting the work. Include the project superintendent, the quality control supervisor (QCS), the foreman for the work to be performed, and the CO in the meeting.

Schedule and conduct a preparatory meeting for each type of work to be performed at least one week prior to beginning the work.

(b) Start-up phase.

(1) Delete the paragraph and substitute the following:

In a start-up phase meeting, review the contract requirements and the processes for constructing the work with the personnel who will be performing the work. Invite the CO, project superintendent, QCS, testers, and inspectors of the work being performed, and the personnel directly supervising and performing the work. Review the planned testing, inspection, and reporting requirements with the quality control personnel responsible for the testing and inspection. Explain the reporting procedures to be used when defective work is identified. Conduct a start-up meeting for each type of work to be performed upon beginning the work.

(c) Production phase. Add the following:

(4) Provide feedback on processes and deficiencies. Identify root causes of deficiencies, and make timely and effective changes to work processes to prevent repeated deficiencies.

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2nd Street SW Corridor

153.05 Sampling and Testing. Delete the text and substitute the following:

153.05 Sampling and Testing.

Perform sampling and testing required by the accepted QCP. As a minimum perform process control testing according to the Sampling, Testing and Acceptance Requirements tables at the end of each Section where applicable. Where no minimums are specified, submit proposed tests to be performed and the proposed sampling and testing frequencies.

(a) Sample Splitting. Schedules and times or locations for obtaining on-site split samples for Government use will be provided by the CO using a procedure for random sampling.

Sample any material that appears defective or inconsistent with similar material being produced, unless such material is voluntarily removed and replaced or otherwise corrected according to Subsection 106.01

(b) Testing. Furnish a laboratory equipped with all test equipment necessary to satisfy the requirements of the contract. Ensure test equipment has been checked, calibrated, standardized and/or otherwise verified in accordance with AASHTO and ASTM standards by an individual qualified to perform the work. Perform an equipment inspection after the laboratory has been moved to its permanent location on the project site, and anytime it is moved thereafter. Inspect equipment within 45 days of actual use for project testing, and at least once a year thereafter. Do not use equipment that has not been inspected or is found to be deficient. Mark deficient equipment and take it out-of-service until repaired or replaced and shown by subsequent inspection to perform as required. Maintain records documenting laboratory equipment inspections. Provide certification(s) stating the equipment conforms to testing requirements and provide evidence of current inspection. Keep laboratory facilities clean and maintain equipment in proper working condition. Allow the CO unrestricted access to the laboratory for inspection and review.

The CO may require a demonstration of proficiency in sampling and testing capabilities.

One or more proficiency samples may be provided by the Government to verify basic qualifications. Provide the results of the proficiency samples to the CO within 48 hours of receipt of the material.

153.06 Certifications. Delete the text and substitute the following:

For materials or work accepted by certification according to Subsection 106.03, review all certifications to insure compliance with the…