Amendment 2.pdf

04/24/2026

AMENDMENT TO ADVERTISED CONTRACT

PROJECT NAME: Due West Road at SR92 Intersection Realignment Project

PROJECT NUMBER: PR-CR(466)

BID # 26029-1519

COUNTY: PAULDING

AMENDMENT NUMBER: 2

LETTING DATE: May 1, 2026

THE FOLLOWING AMENDMENTS ARE HEREBY MADE TO THIS CONTRACT.

THE BIDDER IS RESPONSIBLE FOR MAKING ANY NECESSARY CHANGES IN

INK IN THE PROPOSAL. BIDDER SHALL ACKNOWLEDGE THIS AMENDMENT

BY CHECKING THE APPROPRIATE SPACE ON THE AMENDMENT

CERTIFICATION PAGE.

ITEMS INCLUDED IN THIS AMENDMENT:

-Confirmation of deadline to receive bids: There was a typo on the Paulding County website. This Amenedment confirms that the deadline to receive bids is May 1, 2026 at 10:00 a.m.

Questions received by bidders. Responses shown in RED.

1. Is there specific Bid Bond Form that bidders are required to use? If so, please provide the Form. Alternatively, should the bidders submit a standard bid bond issued by Surety?

There is no specific form provided, line number 7 on the bid proposal requires the bond information be filled in. Then the bond paperwork from the surety company is to be attached.

2. Can the County please provide the Utility Adjustment Schedule (UAS) for this project?AGL – 290 days, mostly on new alignment.

AT&T – No conflict Comcast – 30 days PCWS – To be coordinated with contractor Cobb EMC – No conflict Georgia Power – No Conflict Verizon – No conflict

3. Can the County please advise if Asphalt index will be applicable to this project as per GDOT Specs?

GDOT Special provision SP109 added for Asphalt Cement Price Index attached.

4. Can the County please provide Geotechnical reports (Soil Survey reports)?

No Geotechnical Reports were completed during the design phase of this project.

5. Can the County please provide detail for permanent barricade that is required at Old Due West Road?

Please use GDOT standard 9039 barricade detail, type “A” Item 635-1000 shows 54lf of barricade to cover both locations.

6. In the Summary of Quantities, there are breakdown of Flume Type A for Bar Reinf Steel, Class B Concrete and Rip Rap. There is separate bid pay item for Sand Cement Bag Rip Rap, but the quantities for Flume do not reflect in the Pay item for 500-3200 Class B Concrete and 511-1000 Bar Reinf Steel. Can the County please revise the quantities.

Quantities have been updated to reflect flume materials. New bid item sheet attached.

7. Can the bid form be provided in an electronic format or provide an enlarged version of the PDF?

New bid item sheet attached in both pdf and excel format.

8. Can the County please define “open to traffic” in order for the Contractor to receive the early completion incentive of $638 per calendar day? Does this mean everything completed minus punch list? Does final stabilization need to be established in all disturbed areas?

Traffic must be on new alignment all traffic control measures in place. This would include signal functioning, striping, barricades, and access to all parcels as shown. Final grading and permanent erosion control measures would not need to be completed. To be discussed further with low bid contractor prior to contract execution.

9. The milling quantity of 4,810 SY seems to be overstated based on the current plans.

According to the typical sections, SR 92 gets only overlay and widening. However, looking at the cross sections for SR 92 the existing crown point will be milled off.

Therefore, SR 92 will get mill & inlay as well but the typical sections do not call for it.

Can clarification be provided on where the 4,810 SY of milling will be completed?

Milling quantities should be as follows SR92 (3729 sy), Due West Road (638 sy), Old Due West Road (443 sy) Typical section #3 should be mill and overlay for existing SR92.

Typical section #5, please disregard note 1 for mill and inlay on the existing Old Due West Road. This is not needed unless existing roadway damaged during construction.

10. Just to clarify, the only portions of Old Due West Road that are to be removed and grade to drain are sta. 104+00 to 105+00 LT and sta. 308+00 to 309+50. Are other existing asphalt on Old Due West Road will be mill and inlay correct?

See sheets 54.2-0001 to 54.2-0006 for areas outside of excavation limits that require pavement removal, indicated by symbol on plans and called out in the legend. See question #9 for milling clarifications.

11. Can the 18” side drain pipe be metal or does it have to be RCP?

The County would prefer RCP used for this item but would be willing to discuss GDOT approved alternatives. Plastic flared end sections will not be allowed.

12. Have utility companies started relocations yet? If not, what is the approximate schedule for utilities to be relocated? What is the Contractor’s responsibility with utilities?

Coordination only?

Utility companies have not started any field work but early NTP may be given to Utility owners prior to contract execution. Utility adjustment times were given in previous amendment. Contract is to provide utility coordination and any in field accommodations (clearing, grading, etc.) to make relocations viable.

13. Can a detail be provided for the proposed permanent barricades on Old Due West Road?

See question #5 answer.

14. Can a pay item for existing pavement marking removal be added for the striping removal beyond the asphalt overlay limits on SR 92?

On page 04-0002, traffic marking note number 6 states that eradication of all traffic marking, symbols, or striping to be removed and/or replaced shall be paid for in the traffic control lump sum item and shall be removed using the sandblasting method.

Items to be removed are shown on pages 26-0005 and 26-0006.

15. Is a soil survey available?

See question 4 answer.

16. Will the GDOT AC index apply to this project?

See question 3 answer.

17. How will the Flume Type A be paid for at sta. 216+72 LT? Currently there is no pay item and the quantities for class B and rebar are only for the raised headwall on culvert extension.

See answer to question #6.

18. Can a plan holders list be provided?

Yes, plan holder list attached.

19. FYI the plans called for 61 lb. of reinf steel for the flume, but the bid sheet has 22617.

See answer to question #6. Flume quantity has been added in the bid items; however, the original 22617lb was also for the box culvert and headwalls and not an error.

20. Last day for project questions?

Monday April 27, 2026 at 5:00pm.

Date: 4/24/2026

Line Item # Pay Item # Item Description Qty. Unit Unit Price Total

Roadway

0005 150-1000 TRAFFIC CONTROL- DUE WEST ROAD AT SR 92 REALIGNMENT 1 LS

0010 210-0100 GRADING COMPLETE - DUE WEST ROAD AT SR 92 REALIGNMENT 1 LS

0015 441-0016 DRIVEWAY CONCRETE, 6 IN TK 205 SY

0020 441-0754 CONCRETE MEDIAN, 7 1/2 IN 50 SY

0025 441-6222 CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 85 LF

0030 456-2022 INDENTATION EDGE LINE RUMBLE STRIPS-GROUND IN PLACE (SKIP) 2 GLM

0035 456-2025

INDENTATION CENTERLINE RUMBLE STRIPS-GROUND IN PLACE

(CONTINUOUS) 1 GLM

0040 634-1200 RIGHT OF WAY MARKERS 35 EA

0045 635-1000 BARRICADES 54 LF

0050 641-1200 GUARDRAIL, TP W 1717 LF

0055 641-5001 GUARDRAIL ANCHORAGE, TP 1 1 EA

0060 641-5015 GUARDRAIL TERMINAL, TP 12A, 31 IN, TANGENT, ENERGY-ABSORBING 2 EA

0065 643-1132 CH LK FENCE, ZC COAT, 4 FT, 9 GA 180 LF

0070 643-8200 BARRIER FENCE (ORANGE), 4 FT 154 LF

Sub Total $

Pavement

0075 310-1101 GR AGGR BASE CRS, INCL MATL 2488 TN

0080 318-3000 AGGR SURF CRS 35 TN

0085 402-1812 RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME 530 TN

0090 402-3130

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM

MATL & H LIME 764 TN

0095 402-3190

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL

& H LIME 461 TN

0100 402-3121

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL

& H LIME 921 TN

0105 413-0750 TACK COAT 1125 GL

0110 432-5010 MILL ASPH CONC PVMT, VARIABLE DEPTH 4810 SY

0115 446-1100 PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH 5293 LF

Sub Total $

Drainage

0120 207-0203 FOUND BKFILL MATL, TP II 34 CY

0125 441-0204 PLAIN CONC DITCH PAVING, 4 IN 401 SY

0130 500-3002 CLASS AA CONCRETE 175 CY

0135 500-3200 CLASS B CONCRETE 4 CY

0140 511-1000 BAR REINF STEEL 22678 LB

0145 550-2180 SIDE DRAIN PIPE, 18 IN, H 1-10 103 LF

0150 550-4118 FLARED END SECTION 18 IN, SIDE DRAIN 8 EA

0155 550-4218 FLARED END SECTION 18 IN, STORM DRAIN 2 EA

0160 550-4236 FLARED END SECTION 36 IN, STORM DRAIN 2 EA

0165 550-5180 STORM DRAIN PIPE, 18 IN, CLASS III 28 LF

0170 550-5362 STORM DRAIN PIPE, 36 IN, CLASS IV 120 LF

Project Number: Paulding County Department of Transportation

PR-CR466 Due West Road @ SR 92 Realignment

Paulding Bid items

0175 603-2181 STN DUMPED RIP RAP, TP 3, 18 IN 99 SY

0180 603-6008 SAND-CEMENT BAG RIP RAP, 8 IN 3 SY

0185 603-7000 PLASTIC FILTER FABRIC 99 SY

Sub Total $

Temporary Erosion Control

0190 163-0301 CONSTRUCT AND REMOVE CONSTRUCTION EXITS 2 EA

0195 163-0232 TEMPORARY GRASSING 2 AC

0200 163-0240 MULCH 93 TN

0205 163-0528 CONSTRUCT AND REMOVE FABRIC CHECK DAM - TYPE C SILT FENCE 176 LF

0210 163-0541 CONSTRUCT AND REMOVE ROCK FILTER DAMS 3 EA

0215 163-0550 CONSTRUCT AND REMOVE INLET SEDIMENT TRAP 2 EA

0220 163-0503 CONSTRUCT AND REMOVE SILT CONTROL GATE, TP 3 18 EA

0225 165-0030 MAINTENANCE OF TEMPORARY SILT FENCE, TP C 1864 LF

0230 165-0041 MAINTENANCE OF CHECK DAMS - ALL TYPES 2640 LF

0235 165-0087 MAINTENANCE OF SILT CONTROL GATE, TP 3 18 EA

0240 165-0101 MAINTENANCE OF CONSTRUCTION EXIT 1 EA

0245 165-0105 MAINTENANCE OF INLET SEDIMENT TRAP 2 EA

0250 165-0110 MAINTENANCE OF ROCK FILTER DAM 3 EA

0255 167-1000 WATER QUALITY MONITORING AND SAMPLING 2 EA

0260 167-1500 WATER QUALITY INSPECTIONS 18 MO

0265 171-0030 TEMPORARY SILT FENCE, TYPE C 3727 LF

Sub Total $

Permanent Erosion Control

0270 700-6910 PERMANENT GRASSING 5 AC

0275 700-7000 AGRICULTURAL LIME 10 TN

0280 700-8000 FERTILIZER MIXED GRADE 2 TN

0285 700-8100 FERTILIZER NITROGEN CONTENT 287 LB

0290 700-9300 SOD 4018 SY

0295 700-9400 NATIVE RESTORATION AND RIPARIAN SEEDING 0.1 AC

0300 716-2000 EROSION CONTROL MATS, SLOPES 6472 SY

0305 711-0100 TURF REINFORCEMENT MATTING, TP 1 805 SY

Sub Total $

Signing

0310 610-6515 REM HIGHWAY SIGN, STD 15 EA

0315 611-5360 RESET HIGHWAY SIGN 13 EA

0320 636-1033 HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 19 SF

0325 636-1036 HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 102 SF

0330 636-2070 GALV STEEL POSTS, TP 7 261 LF

Sub Total $

Pavement Marking

0335 653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP 2 17 EA

0340 653-1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE 200 LF

0345 653-1906 THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, WHITE 6324 LF

0350 653-2602 THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, YELLOW 8107 LF

0355 653-2611 THERMOPLASTIC SKIP TRAF STRIPE, 6 IN, WHITE 563 GLF

0360 653-4830 THERMOPLASTIC SKIP TRAF STRIPE, 18 IN, WHITE 26 GLF

0365 653-6004 THERMOPLASTIC TRAF STRIPING, WHITE 920 SY

0370 653-6006 THERMOPLASTIC TRAF STRIPING, YELLOW 696 SY

0375 654-1001 RAISED PVMT MARKERS TP 1 422 EA

0380 654-1003 RAISED PVMT MARKERS TP 3 60 EA

Sub Total $

Signal

0385 636-1041 HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 9 50 SF

0390 639-1245 TREATED TIMBER POLE, CL 2, 45 FT 4 EA

0395 639-1600 GUY AND ANCHOR ASSEMBLY 8 EA

0400 647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 1 LS

0405 937-6040

INTERSECTION VIDEO DETECTION SYSTEM, GRIDSMART (3 DETECTION

ZONES) 1 LS

Sub Total $

$ TOTAL PROJECT CONSTRUCTION =

Revised January 31, 2024

Replace Section 109 with the following:

The method of measurement and computations to be used in determination of quantities of material furnished and of work performed under the Contract will be those methods generally recognized as conforming to good engineering practice.

Unless otherwise specified, longitudinal measurements for area computations will be made along the surface, and no deductions will be made for individual fixtures having an area of 9 ft.² (1 m²) or less. Unless otherwise specified, transverse measurements for area computations will be the neat dimensions shown on the plans or ordered in writing by the Engineer.

Where payment is to be made by the square yard (square meter) for a specified thickness, the length will be measured on the surface along the centerline and the pay width shall be that width specified on the plans for the Final surface of the completed section. Intermediate courses shall be placed at a width sufficient to support successive courses with no detriment to the stability of the successive courses. The width of material required beyond the pay width will not be eligible for payment and shall be considered incidental to the work.

Structures will be measured according to neat lines shown on the Plans or as altered to fit field conditions.

All items which are measured by the linear foot (linear meter), such as pipe culverts, guard rail, underdrains, etc., will be measured parallel to the base or foundation upon which such structures are placed, unless otherwise shown on the plans.

In computing volumes of excavation, the average end area method or other acceptable methods will be used.

The term “gage,” when used in connection with the measurement of steel plates, will mean the U.S. Standard Gage.

When the term “gage” refers to the measurement of electrical wire it will mean the wire gage specified in the National Electrical Code.

The term “ton” will mean the short ton consisting of 2,000 pounds avoirdupois. The term “megagram” will mean one metric ton, equivalent to 1,000 kg. Any commodity paid for by weight shall be weighed on scales that have been approved as specified below and which are furnished at the expense of the Contractor or Supplier. Weighing and measuring systems including remote controls shall be subject to type-approval by the Department of Transportation.

The manufacture, installation, performance, and operation of such devices located in Georgia shall conform to, and be governed by, the Official Code of Georgia, Annotated, Section 10-2-5 of the Georgia Weights and Measures Act, the Georgia Weights and Measures Regulations, as amended and adopted, the current edition of the National Bureau of Standards Handbook 44, and these specifications. Weighing and measuring systems located outside Georgia which are utilized for weighing materials to be used in Department work shall be manufactured, installed, approved, and operated in accordance with applicable laws and regulations for the state in which the scales are located.

All weighing, measuring, and metering devices used to measure quantities for payment shall be suitable for the purpose intended and will be considered to be commercial devices. Commodity scales located in Georgia shall be certified before use for accuracy, condition, etc., by the Weights and Measures Division of the Georgia Department of Agriculture, or its authorized representative. Scales located outside Georgia shall be certified in accordance with applicable laws and regulations for the state in which the scales are located. This certification shall have been made within a period of not more than one year prior to date of use for weighing commodity.

All equipment and all mechanisms and devices attached thereto or used in connection therewith shall be constructed, assembled, and installed for use so that they do not facilitate the perpetration of fraud. Any scale component or

Section 109 — Measurement and Payment mechanism, which if manipulated would alter true scale values (including manual zero setting mechanisms) shall not be accessible to the scale operator. Such components and mechanisms that would otherwise be accessible to the scale operator shall be enclosed. Provisions shall be made for security seals where appropriate on equipment and accessories. A security seal shall be affixed to any adjustment mechanism designed to be sealed. Scale or accessory devices shall not be used if security seals have been broken or removed.

Any certified scale or scale component which has been repaired, dismantled, or moved to another location shall again be tested and certified before it is eligible for weighing.

Whenever materials that are paid for based on weight are from a source within the State, the scales shall be operated by and the weights attested to by signature and seal of a duly authorized Certified Public Weigher in accordance with Standard Operating Procedure 15 and the Official Code of Georgia, Annotated, Section 10-2-5 of the Georgia Weights and Measures Act as amended and adopted. When such materials originate from another state that has a certified or licensed weigher program, the scales shall be operated by a weigher who is certified by that state in accordance with applicable laws, and weight ticket recordation shall be in accordance with Standard Operating Procedure 15.

When materials are paid for based on weight and originate from another state which has no program for certifying or licensing weighers, the materials shall be weighed on scales located in the State of Georgia by a Certified Public Weigher in accordance with Standard Operating Procedure 15 and the Official Code of Georgia, Annotated, Section 10-2-5 of the Georgia Weights and Measures Act as amended and adopted.

No scale shall be used to measure weights greater than the scale manufacturer’s rated capacity. A digital recorder shall be installed as part of any commodity scale. The recorder shall produce a printed digital record on a ticket with the gross, tare, and net weights of the delivery trucks, along with the date and time printed for each ticket. Provisions shall be made so that the scales or recorders may not be manually manipulated during the printing process. The system shall be so interlocked as to allow printing only when the scale has come to rest. Either the gross or net weight shall be a direct scale reading. Printing and recording systems that are capable of accepting keyboard entries shall clearly and automatically differentiate a direct scale weight value from any other weight values printed on the load ticket.

All scales used to determine pay quantities shall be provided to attain a zero-balance indication with no load on the load receiving element by the use of semi-automatic zero (push-button zero) or automatic zero maintenance.

Vehicle scales shall have a platform of sufficient size to accommodate the entire length of any vehicle weighed and shall have sufficient capacity to weigh the largest load. Adequate drainage shall be provided to prevent saturation of the ground under the scale foundation.

The Engineer, at his discretion, may require the platform scales to be checked for accuracy. For this purpose, the Contractor shall load a truck with material of his choosing, weigh the loaded truck on his scales, and then weigh it on another set of certified vehicle scales. When the difference exceeds 0.4 percent of load, the scales shall be corrected and certified by a registered scale serviceman registered in the appropriate class as outlined in the Georgia Weights and Measures Regulations or in accordance with applicable requirements of the state in which the scales are located.

A test report shall be submitted to the appropriate representative of the Department of Agriculture.

Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and measured therein at the point of delivery. Vehicles for this purpose may be of any size or type acceptable to the Engineer, provided that the body is of such shape that the actual contents may be readily and accurately determined. All vehicles shall be loaded to their water level capacity as determined by the Engineer, provided that the body is of such shape that the actual contents may be readily and accurately determined.

Cement and lime will be measured by the ton (megagram). Whenever cement or lime is delivered to the project in tank trucks, a certified weight shall be made at the shipping point by an authorized Certified Public Weigher who is not an employee of the Department. Whenever cement and lime are from a source within the State, the scales shall be operated by the weights attested to by signature and seal of a duly authorized Certified Public Weigher in accordance with Standard Operating Procedure 15 and the Official Code of Georgia, Annotated, Section 10-2-5 of the Georgia Weights and Measures Act as amended and adopted. When such materials originate from another state that has a certified or licensed weigher program, the scales shall be operated by a weigher who is certified by that state in accordance with applicable laws, and the weight ticket recordation shall be in accordance with Standard Operating Procedure 15. When cement and lime originate from another state that has no program for certifying or licensing weighers, the materials shall be weighed on scales located in the State of Georgia by a Certified Public Weigher in accordance with Standard Operating Procedure 15 and the Official Code of Georgia, Annotated, Section 10-2-5 of the Georgia Weights and Measures Act as amended and adopted.

The shipping invoice shall contain the certified weights and the signature and seal of the Certified Public Weigher.

A security seal shall also be affixed to the discharge pipe cap on the tank truck before leaving the shipping point.

The number on the security seal shall also be recorded on the shipping invoice. The shipping invoice for quicklime shall also contain a certified lime purity percentage. Unsealed tank trucks will require reweighing by a Certified Public Weigher.

Timber will be measured by the thousand feet board measure (MFBM) (cubic meter) actually incorporated in the structure. Measurements will be based on nominal widths and thickness and the actual length in place. No additional measurement will be made for splices except as noted for overlaps as shown on the plans.

The term “Lump Sum” when used as an item of payment will mean complete payment for the work described in the Contract.

When a complete structure or structural unit (in effect, “Lump Sum” work) is specified as the unit of the measurement, the unit will be construed to include all necessary fittings and accessories.

Rental of equipment will be measured as defined in Subsection 109.05.B.4.

When standard manufactured items are specified as fence, wire, plates, rolled shapes, pipe conduits, etc., and these items are identified by gage, unit weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerance in cited Specifications, manufacturing tolerances established by the industries involved will be accepted.

The Department prefers this method whenever it is practicable. This method will be considered acceptable under the following conditions:

1. Weighed on Project: If the weights of the bituminous materials delivered by tank trucks are to be determined on the Project, weights shall be determined on scales that have been previously checked by the Department with standard weights for accuracy. The scale platform shall be large enough to accommodate the entire vehicle at one time. Under no conditions will truck scales be used to measure weights greater than their rated capacity. All weights not determined in the presence of an authorized representative of the Department shall be made by a Certified Public Weigher who is not an employee of the Department of Transportation and who is in good standing with the Georgia Department of Agriculture. The weight tickets shall carry both the signature and seal of the Certified Public Weigher.

2. Weighed at Shipping Point: A certified weight made at the shipping point by an authorized Certified Public Weigher who is not an employee of the Department of Transportation and who is registered with the Georgia Department of Agriculture, will be acceptable provided all openings in the tank have been sealed by the producer and when, upon inspection on the Project, there is no evidence of any leakage. The shipping ticket in this case must carry the signature and seal of the Certified Public Weigher. If the tank is not completely emptied the amount of material remaining in the tank truck will be measured by either weight or volume and the amount so determined, as verified by the Engineer, will be deducted from the certified weight.

3. By Extraction Analysis: The weight of bituminous material used will be determined by extraction tests made by the field laboratory. The average asphalt content for each Lot will be used to compute the weight of the Asphalt Cement to be paid for in accordance with the following formula:

English:

P = % AC x T Where:

P = Pay Tons of Asphalt Cement

% AC = Lot average of % Asphalt Cement by weight of total mix as determined by extraction

T = Actual accepted tons of mixture as weighed

Metric:

P = % AC x T Where:

P = Pay megagrams of Asphalt Cement % AC = Lot average of % Asphalt Cement by weight of total mix as determined by extraction T = Actual accepted megagrams of mixture as weighed

4. By Digital Recording Device: The amount of bituminous material as shown on the printed tickets will be the Pay Quantity.

The volume will be measured and corrected for the difference between actual temperature and 60 °F (15 °C).

Containers shall be level when measured, and one of the following methods shall be used, whichever is best suited to the circumstances:

1. Tank Car Measurement: If the material is shipped to the Project in railroad tank cars, the Contractor shall furnish the Engineer a certified chart showing the dimensions and volume for each inch (25 mm) of depth for each tank. The Engineer will make outage and temperature measurements before unloading is begun and after it is finished. The measurements will be taken when the bituminous material is at a uniform temperature and free from air bubbles. The Contractor shall not remove any bituminous material from any tank until necessary measurements have been made nor shall he release the car until final outage has been measured.

The total number of gallons (liters) allowed for any tank car shall not be more than the U.S. Interstate Commerce Commission rating for that car, converted to gallons at 60 °F (15 °C).

2. Truck Measurement: If bituminous materials are delivered to the Project in tank trucks, distributor tanks, or drums, the Contractor shall not remove any bituminous material from the transporting vehicle or container until necessary measurements have been made, nor shall the transporting vehicle or container be released until final outage has been measured. If weighing is not convenient, the Contractor shall furnish the Engineer with a certified chart showing the dimensions and volume of each container together with a gauge or calibrated measuring rod which will permit the volume of the material to be determined by vertical measurement.

3. Metering: The volume may be determined by metering, in which case the metering device used and the method of using it shall be subject to the approval of the Engineer.

4. Time of Deliveries: The arrival and departure of vehicles delivering bituminous materials to the Project site shall be so scheduled that the Engineer is afforded proper time for the measurements of delivered volume and final outage. The Engineer will make the necessary measurements only during the Contractor’s normal daily working hours.

When a Contractor is producing Asphaltic Concrete from one plant, which is being placed on two or more jobs, public or private, the amount of bituminous material used may be determined by extraction tests in accordance with Subsection 109.02.A.3 or digital recording device in accordance with Subsection 109.02.A.4.

When the same storage facility is utilized for Bituminous Materials to be used in Hot Mix Asphaltic Concrete, Bituminous Tack Coat, and/or Surface Treatment, the quantity used for Tack Coat shall be converted to tons (megagrams) and deducted from the quantities for the Bituminous Material used in the Hot Mix Asphaltic Concrete and Surface Treatment.

When the volume and temperature have been determined as defined above, the volume will be corrected by the use of the following formula:

VEnglish = V1 Vmetric = V1 K (t-60) + 1 K (t-15) + 1 Where:

V = Volume of bituminous material at 60 °F (15 °C) V1 = Volume of hot bituminous material t = Temperature of hot bituminous material in degrees Fahrenheit (Celsius) K= Coefficient of Expansion of bituminous material (correction factor)

The correction factors K for various materials are given below:

• 0.00035 (0.00063) per °F (°C) for petroleum oils having a specific gravity of 60 °F/60 °F (15 °C/15 °C) above 0.966

• 0.00040 (0.00072) per °F (°C) for petroleum oils having a specific gravity of 60 °F/60 °F (15 °C/15 °C) between 0.850-0.966

• 0.00030 (0.00054) per °F (°C) for Tar

• 0.00025 (0.00045) per °F (°C) for Emulsified Asphalt

• 0.00040 (0.00072) per °F (°C) for Creosote Oil

The Contractor shall receive and accept the compensation provided for in the Contract as full payment for furnishing all materials, labor, tools, equipment, superintendence and incidentals, and for performing all work contemplated and embraced under the Contract in a complete and acceptable manner, for any infringement of patent, trademark or copyright, for all loss or damage arising from the nature of the work, or from the action of the elements, for all expenses incurred by or in consequence of the suspension or discontinuance of the work, or from any unforeseen difficulties which may be encountered during the prosecution of the work and for all risks of every description connected with the prosecution of the work until its final acceptance by the Engineer, except as provided in Subsection 107.16.

The payment of any partial estimate prior to final acceptance of the project as provided in Subsection 105.16 shall in no way affect the obligation of the Contractor to repair or renew any defective parts of the construction or to be responsible for all damages due to such defects.

When alteration in plans or quantities of work not requiring Supplemental Agreements as herein before provided for are ordered and performed, the Contractor shall accept payment in full at the Contract Unit Bid Prices for the actual quantities of work done, and no allowance will be made for increased expense, loss of expected reimbursement, or loss of anticipated profits suffered or claimed by the Contractor, resulting either directly from such alterations, or indirectly from unbalanced allocation among the Contract Items of overhead expense on the part of the Bidder and subsequent loss of expected reimbursement therefore, or from any other cause.

Compensation for alterations in plans or quantities of work requiring Supplemental Agreements shall be as stipulated in such agreement, except that when the Contractor proceeds with The Work without change of price being agreed upon, he shall be paid for such increased or decreased quantities at the Contract Unit Prices Bid in the Proposal for the Items of the work.

Extra work, as defined in Subsection 101.27, when ordered in accordance with Subsection 104.04, will be authorized in writing by the Engineer. The authorization will be in the form of a Supplemental Agreement or a Force Account.

In the case of a Supplemental Agreement, the work to be done will be stipulated and agreed upon by both parties prior to any extra work being performed.

Payment based on Supplemental Agreements shall constitute full payment and settlement of all additional costs and expenses including delay and impact damages caused by, arising from or associated with the work performed.

When no agreement is reached for extra work to be done at lump sum or unit prices, such work may be authorized by the Department to be done on a Force Account basis. A Force Account estimate that identifies all anticipated costs shall be prepared by the Contractor on forms provided by the Engineer. Work shall not begin until the Force Account is approved. Payment for Force Account work will be in accordance with the following:

1. Labor: For all labor, equipment operators and supervisors, excluding superintendents, in direct charge of the specific operations, the Contractor shall receive the rate of wage agreed upon in writing before beginning work for each and every hour that said labor, equipment operators and supervisors are actually engaged in such work.

The Contractor shall receive the actual costs paid to, or in behalf of, workers by reason of subsistence and travel allowances, health and welfare benefits, pension fund benefits, or other benefits, when such amounts are required by collective bargaining agreement or other employment contract generally applicable to the classes of labor employed on the work.

An amount equal to 15% of the sum of the above items will also be paid the Contractor.

2. Bond, Insurance, and Tax: For property damage, liability, and worker's compensation insurance premiums, unemployment insurance contributions, and Social Security taxes on the Force Account work, the Contractor shall receive the actual cost, to which cost no percentage will be added. The Contractor shall furnish satisfactory evidence of the rate or rates paid for such bond, insurance, and tax.

3. Materials: For materials accepted by the Engineer and used, the Contractor shall receive the actual cost of such material incorporated into the work, including Contractor paid transportation charges (exclusive of machinery rentals as hereinafter set forth), to which cost 10% will be added.

4. Equipment: For any machinery or special equipment (other than small tools) including fuel and lubricant, plus transportation costs, the use of which has been authorized by the Engineer, the Contractor shall receive the rental rates indicated below for the actual time that such equipment is in operation on the work or the time, as indicated below, the equipment is directed to stand by.

Equipment rates shall be based on the latest edition of the Rental Rate Blue Book for Construction Equipment or Rental Rate Blue Book for Older Construction Equipment, whichever applies, as published by Equipment Watch using all instructions and adjustments contained therein and as modified below.

Allowable Equipment Rates shall be established as defined below:

• Allowable Hourly Equipment Rate = Monthly Rate/176 x Adjustment Factors.

• Allowable Hourly Operating Cost = Hourly Operating Cost.

• Allowable Rate Per Hour = Allowable Hourly Equipment Rate + Allowable Hourly Operating Cost.

• Standby Rate = Allowable Hourly Equipment Rate x 35%

NOTE: The monthly rate is the basic machine plus any attachments.

Standby rates shall apply when equipment is not in operation and is directed by the Engineer to standby for later use. In general, Standby rates shall apply when equipment is not in use but will be needed again to complete the work and the cost of moving the equipment will exceed the accumulated standby cost. Payment for standby time will not be made on any day the equipment operates for 8 or more hours. For equipment accumulating less than 8 hours operating time on any normal workday, standby payment will be limited to only that number of hours which, when added to the operating time for that day equals 8 hours. Standby payment will not be made on days that are not normally considered workdays.

The Department will not approve any rates in excess of the rates as outlined above unless such excess rates are supported by an acceptable breakdown of cost.

Payable time periods will not include:

• Time elapsed while equipment is broken down

• Time spent in repairing equipment, or

• Time elapsed after the Engineer has advised the Contractor the equipment is no longer needed

If a piece of equipment is needed which is not included in the above Blue Book rental rates, reasonable rates shall be agreed upon in writing before the equipment is used. All equipment charges by persons or firms other than the Contractor shall be supported by invoices.

Transportation charges for each piece of equipment to and from the site of the work will be paid provided:

• The equipment is obtained from the nearest approved source

• The return charges do not exceed the delivery charges

• Haul rates do not exceed the established rates of licensed haulers, and

• Such charges are restricted to those units of equipment not already available and not on or near the project

No additional compensation will be made for equipment repair.

5. Miscellaneous: No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided.

6. Compensation: The Contractor's representative and the Engineer shall compare records and agree on the cost of work done as ordered on a Force Account basis at the end of each day on forms provided by the Department.

7. Subcontract Force Account Work: For work performed by an approved Subcontractor or Second-tier Subcontractor, all provisions of this Section (109.05) that apply to the Prime Contractor in respect to labor, materials and equipment shall govern. The prime Contractor shall coordinate the work of his Subcontractor.

The prime Contractor will be allowed an amount to cover administrative cost equal to 5% of the Subcontractor's amount earned but not to exceed $5,000.00 per Subcontractor. Markup for Second-tier Subcontract work will not be allowed.

Should it become necessary for the Contractor or Subcontractor to hire a firm to perform a specialized type of work or service which the prime Contractor or Subcontractor is not qualified to perform, payment will be made at reasonable invoice cost. To each invoice cost a markup to cover administrative cost equal to 5% of the total invoice but not to exceed $5,000.00 will be allowed the Contractor or Subcontractor but not both.

8. Statements: No payment will be made for work performed on a Force Account basis until the Contractor has furnished the Engineer with duplicate itemized statements of the cost of such Force Account work detailed as follows:

a. Name, classification, date, daily hours, total hours, rate, and extension for each laborer, equipment operator, and supervisor, excluding superintendents.

b. Designation, dates, daily hours, total hours, rental rate, and extension for each unit of machinery and equipment.

c. Quantities of materials, prices, and extensions.

d. Transportation of materials.

e. Cost of property damage, liability, and worker's compensation insurance premiums, unemployment insurance contributions, and Social Security tax.

Statements shall be accompanied and supported by invoices for all materials used and transportation charges. However, if materials used on the Force Account work are not purchased specifically for such work but are taken from the Contractor's stock, then, in lieu of the invoices, the Contractor shall furnish an affidavit certifying that such materials were taken from his stock, that the quantity claimed was actually used, and that the price and transportation claimed represent the actual cost to the Contractor.

Payment based on Force Account records shall constitute full payment and settlement of all additional costs and expenses including delay and impact damages caused by, arising from or associated with the work performed.

Should any Items contained in the Proposal be found unnecessary for the proper completion of the work, the Engineer may, upon written order to the Contractor, eliminate such Items from the Contract, and such action shall in no way invalidate the Contract. When a Contractor is notified of the elimination of Items, he will be reimbursed for actual work done and all costs incurred, including mobilization of materials prior to said notifications.

At the end of each calendar month, the total value of Items complete in place will be estimated by the Engineer and certified for payment. Such estimate is approximate only and may not necessarily be based on detailed measurements. Value will be computed on the basis of Contract Item Unit Prices or on percentage of completion of lump sum Items.

When so requested by the Contractor and approved by the Engineer, Gross Earnings of $500,000.00 or more for work completed within the first 15 days of any month will be certified for payment on a semi-monthly basis subject to the conditions and provisions of Subsection 109.07.A, Subsection 109.07.B.6, Subsection 109.07.C, Subsection 109.07.D, Subsection 109.07.E, and Subsection 109.07.F.

Payments will be made on delivered costs, or percentage of bid price if otherwise noted, with copies of paid invoices provided to the Department for the materials listed below which are to be incorporated into the Project provided the materials:

• Conform to all specification requirements.

• Are stored on the project Right-of-Way or, upon written request by the Contractor and written approval of the Engineer, they may be stored off the Right-of-Way, but local to the project, provided such storage is necessary due to lack of storage area on the Right-of-Way, need for security, or need for protection from weather.

As a further exception to on-project storage, upon written request by the Contractor, the Engineer may approve off-the-project storage items uniquely fabricated or precast for a specific Project, such as structural steel and precast concrete, which will be properly marked with the Project number and stored at the fabrication or precast facility.

The Engineer may approve out-of-state storage for structural steel and prestressed concrete beams uniquely fabricated for a specific Project stored at the fabrication facility.

1. Paid invoices should accompany the materials allowance request, but in no case be submitted to the project Engineer later than 30 calendar days following the date of the progress payment report on which the materials allowance was paid.

In case such paid invoices are not furnished within the established time, the materials allowance payment will be removed from the next progress statement and no further materials allowance will be made for that item on that project.

2. Materials allowances will be paid for those items which are not readily available, and which can be easily identified and secured for a specific project and for which lengthy stockpiling periods would not be detrimental. Some exclusions are as follows:

a. No payments will be made on living or perishable plant materials until planted.

b. No payments will be made on Portland Cement, Liquid Asphalt, or grassing materials.

c. No payment will be made for aggregate stockpiled in a quarry. Payment for stockpiled aggregate will be made only if the aggregate is stockpiled on or in the immediate vicinity of the project and is held for the exclusive use on that project. The aggregate must be properly secured. If the aggregate stockpiled is to be paid for per-ton (megagram) it must be reweighed on approved scales at the time it is incorporated into the project.

d. No payments will be made on minor material items, hardware, etc.

3. No materials allowance will be made for materials when it is anticipated that those materials will be incorporated into The Work within 30 calendar days.

4. No materials allowance will be made for a material when the requested allowance for such material is less than $25,000.

5. Where a storage area is used for more than one project, material for each project shall be segregated from material for other projects, identified, and secured. Adequate access for auditing shall be provided.

All units shall be stored in a manner so that they are clearly visible for counting and/or inspection of the individual units.

6. Materials allowance for prestressed concrete and structural steel bridge members may be processed for uncast or unfabricated members upon the Engineer’s receipt of a true copy of the binding order for the members required by the plan. Such copy shall be sealed and notarized by both the contractor placing the order and the supplier therein identified to cast or fabricate said members. All orders shall demonstrate conformance to the approved plans and specifications regarding beam type, size, length, material quantities and shall not exceed the approved plan quantity. The materials allowance applied to uncast prestressed concrete members will be made in amount equal to 40 percent of the invoice for the respective member(s) to the contractor. The materials allowance applied to unfabricated structural steel bridge members will be made in amount equal to 55 percent of the invoice for the respective member(s) to the contractor. An additional material allowance may be requested separately upon completion of the casting or fabricating for a maximum 90 percent of the invoice for the member(s) provided there is adherence to all other provisions of this specification.

7. The Commissioner may, at his discretion, grant waiver to the requirements of this Section when, in his opinion, such waiver would be in the public interest.

Subsequently, in the event the material is not on-hand and in the quantities for which the materials allowance was granted, the materials allowance payment will be removed from the next progress statement and no further materials allowance will be made for those items on that project. If sufficient earnings are not available on the next progress statement, the Contractor agrees to allow the Department to recover the monies from any other Contract he may have with the Department, or to otherwise reimburse the Department.

Excluding item 6 above, payments for materials on hand shall not exceed the invoice price or 75 percent of the bid prices for the pay items into which the materials are to be incorporated, whichever is less.

No partial payment will be made unless the amount of payment is at least $1000.00.

Accrued liquidated damages will be deducted in accordance with Subsection 108.08.

In addition to the deductions provided for above, the Department has the right to withhold any payments due the Contractor for items unpaid by the Contractor for which the Department is directly responsible, including, but not limited to, royalties (see Section 106).

The balance remaining after all deductions provided for herein have been made will be paid to the Contractor.

Partial estimates are approximate and are subject to correction on subsequent progress statements. If sufficient earnings are not available on the subsequent progress statement, the Contractor agrees to allow the Department to recover the monies from any other Contract he may have with the Department, or to otherwise reimburse the Department. The Engineer is responsible for computing the amounts of all deductions herein specified, for determining the progress of the Work and for the items and amounts due to the Contractor during the progress of the work and for the final statement when all work has been completed.

Under no circumstances will any interest accrue or be payable on any sums withheld or deducted by the Department as authorized by Subsection 109.07.A, Subsection 109.07.B.6, Subsection 109.07.C, Subsection 109.07.D, Subsection 109.07.E, and Subsection 109.07.F.

The Contractor shall insert the following in each Subcontract entered into for work under this Contract:

“The Contractor shall not withhold any retainage on Subcontractors. The Contractor shall pay the Subcontractor 100 percent of the gross value of the completed work by the Subcontractor as indicated by the current estimate certified by the Engineer for payment.”

Neither the inclusion of this specification in the Contract between the Department and the Prime Contractor nor the inclusion of the provisions of this specification in any Contract between the Prime Contractor and any of his Subcontractors nor any other specification or provision in the Contract between the Department and the Prime Contractor shall create, or be deemed to create, any relationship, contractual or otherwise, between the Department and any Subcontractor.

When Final Inspection and Final Acceptance have been made by the Engineer as provided in Subsection 105.16, the Engineer will prepare the Final Statement of the quantities of the various classes of work performed. All prior partial estimates and payments shall be subject to correction in the Final Statement. The District Engineer will transmit a copy of the Statement to the Contractor by registered or certified mail. The Contractor will be afforded 35 days in which to review the Final Statement in the District Office before it is certified for payment by the Engineer. Any adjustments will be resolved by the District Engineer or in case of a dispute referred to the Chief Engineer whose decision shall be final and conclusive. After approval of the Final Statement by the Contractor, or after the expiration of the 35 days, or after a final ruling on dispute d items by the Chief Engineer, the Final Statement shall be certified to the Treasurer by the Chief Engineer stating the project has been accepted and that the quantities and amounts of money shown thereon are correct, due and payable.

The Treasurer, upon receipt of the Engineer’s certification, shall in turn furnish the Contractor with the Department’s Standard Release Form to be executed in duplicate. The aforesaid release form, showing the total amount of money due the Contractor, shall be sent to the Contractor by registered or certified mail, to be delivered to such Contractor upon the signing of a return receipt card, to be returned to the Department in accordance with the provision of Federal law in respect to such matters and such return receipt card shall be conclusive evidence of a tender of said sum of money to the Contractor. Upon receipt of the properly executed Standard Release Form, the Treasurer shall make final payment jointly to the Contractor and his Surety. The aforesaid certification, executed release form, and final payment shall be evidence that the Commissioner, the Engineer, and the Department have fulfilled the terms of the Contract, and that the Contractor has fulfilled the terms of the Contract except as set forth in his Contract Bond.

The Standard Release Form is to be executed by the Contractor within 45 days after delivery thereof, as evidenced by the registered or certified mail return receipt.