01 22 00 Price and Payment.pdf

Sacramento River Contract 3 Specification # 2485

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization (0001)

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Temporary Storm Water Pollution Control (0002)

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Clearing and Grubbing (0003)

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Option Item: Boat Dock Removal Sta 1370+20 1 of 6 (1001)

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Option Item: Boat Dock Removal Sta 1373+70 2 of 6 (1002)

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Option Item: Boat Dock Removal Sta 1375+30 3 of 6 (1003)

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Option Item: Boat Dock Removal Sta 1380+80 4 of 6 (1004)

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Option Item: Boat Dock Removal Sta 1383+00 5 of 6 (1005)

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Option Item: Boat Dock Removal Sta 1429+20 6 of 6 (1006)

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Graded Stone Type C (0004)

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit Measure

1.3.2 Soil-Filled Graded Stone Type C (0005)

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Aggregate Base (0006)

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Topsoil (0007)

1.3.4.1 Payment

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1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Grass Seeding and Erosion Control (0008)

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 In-Stream Wood Material (0009)

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Beaver Barrier Fence (0010)

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

3.1.1 Required Procedure

3.1.2 Required Documents

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SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Gaging Table Data

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization (0001)

1.2.1.1 Payment

Payment will be made for mobilization, demobilization, including but not limited to: staging areas, drilling, general prep work, field offices and for all other work covered by this section of the specifications and any work for installation of temporary protective and security fences and the Contracting Officer's Office .

1.2.1.2 Unit of Measure

Unit of measure: Job.

1.2.2 Temporary Storm Water Pollution Control (0002)

1.2.2.1 Payment

Payment will be made for costs associated with Temporary Storm Water Pollution Control, including all costs for furnishing, placing, establishing temporary storm water pollution control, and removing temporary BMPs at the end of the job as specified in Section 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL.

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1.2.2.2 Unit of Measure

Unit of measure: Job

1.2.3 Clearing and Grubbing (0003)

1.2.3.1 Payment

Payment will be made for clearing and grubbing of trees and vegetation, stump removal, removal of all obstructions as required to perform the work, trimming, wound paint application, maintaining the cleared and grubbed areas free from new growth, filling of holes and depressions associated with clearing and grubbing, and offsite disposal of cleared and grubbed material.

1.2.3.2 Unit of Measure

Unit of Measure: Job

1.2.4 Option Item: Boat Dock Removal Sta 1370+20 1 of 6 (1001)

1.2.4.1 Payment

Payment will be made for demolition and disposal of boat docks including dock, buoy support, anchor, shore connection, handrails, and any appurtenances. Existing piles are to remain in place.

1.2.4.2 Unit of Measure

Unit of Measure: Job

1.2.5 Option Item: Boat Dock Removal Sta 1373+70 2 of 6 (1002)

1.2.5.1 Payment

Payment will be made for demolition and disposal of boat docks including dock, buoy support, anchor, shore connection, handrails, and any appurtenances. Existing piles are to remain in place.

1.2.5.2 Unit of Measure

Unit of Measure: Job

1.2.6 Option Item: Boat Dock Removal Sta 1375+30 3 of 6 (1003)

1.2.6.1 Payment

Payment will be made for demolition and disposal of boat docks including dock, buoy support, anchor, shore connection, handrails, and any appurtenances. Existing piles are to remain in place.

1.2.6.2 Unit of Measure

Unit of Measure: Job

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1.2.7 Option Item: Boat Dock Removal Sta 1380+80 4 of 6 (1004)

1.2.7.1 Payment

Payment will be made for demolition and disposal of boat docks including dock, buoy support, anchor, shore connection, handrails, and any appurtenances. Existing piles are to remain in place.

1.2.7.2 Unit of Measure

Unit of Measure: Job

1.2.8 Option Item: Boat Dock Removal Sta 1383+00 5 of 6 (1005)

1.2.8.1 Payment

Payment will be made for demolition and disposal of boat docks including dock, buoy support, anchor, shore connection, handrails, and any appurtenances. Existing piles are to remain in place.

1.2.8.2 Unit of Measure

Unit of Measure: Job

1.2.9 Option Item: Boat Dock Removal Sta 1429+20 6 of 6 (1006)

1.2.9.1 Payment

Payment will be made for demolition and disposal of boat docks including dock, buoy support, anchor, shore connection, handrails, and any appurtenances. Existing piles are to remain in place.

1.2.9.2 Unit of Measure

Unit of Measure: Job

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Graded Stone Type C (0004)

1.3.1.1 Payment

Payment for Graded Stone Type C will be made for all cost of furnishing, hauling, and placing the Graded Stone. Payment will not be made for materials placed that exceed the maximum tolerance. Excavation required for work under this item will be incidental.

1.3.1.2 Measurement

Graded Stone Type C will be measured by the cubic yard of quarry rock placed in accordance with Section 35 42 38 STONE PROTECTION as indicated, 16 January 2025 SECTION 01 22 00 Page 6 Amended 1/16/2025 and as determined by Pre- and Post-Construction Quantity Surveys before and after removal as specified in Section 01 11 00 SUMMARY OF WORK.

Acceptance of placed Graded Stone Type C is based on approval by the Contracting Officer.

1.3.1.3 Unit Measure

Unit of Measure: Cubic Yard (CY)

1.3.2 Soil-Filled Graded Stone Type C (0005)

1.3.2.1 Payment

Payment for Soil-Filled Graded Stone Type C will be made for all cost of furnishing, hauling, and placing the Soil-Filled Graded Stone. Payment will not be made for materials placed that exceed the maximum tolerance.

1.3.2.2 Measurement

Soil-Filled Graded Stone Type C will be measured by the cubic yard of graded rock and soil fill placed in accordance with Section 35 42 38 STONE PROTECTION and as determined by Pre- and Post-Construction Quantity Surveys before and after removal as specified in Section 01 11 00 SUMMARY OF WORK. Acceptance of placed Soil-Filled Graded Stone Type C is based on approval by the Contracting Officer.

1.3.2.3 Unit of Measure

Unit of Measure: Cubic Yard (CY)

1.3.3 Aggregate Base (0006)

1.3.3.1 Payment

Payment for Aggregate Base will be made for all cost of furnishing, hauling, and placing the Aggregate Base. Payment will not be made for materials placed that exceed the maximum tolerance.

1.3.3.2 Measurement

Aggregate Base will be measured for payment by the Contracting Officer by weight determined by barge displacement. Furnish the Contracting Officer a barge displacement table not less than 10 work days prior to unloading the stone from any barge. Each table submitted must show the name and/or number of the barge owner, the name of the fabricator, and the certification and date of certification of the person or firm preparing the table. Furnish with the barge displacement tables a drawing or sketch of each barge, dimensioned in sufficient detail to permit checking of the tables. The drawings must show, as a minimum, the length, width, depth of the barge, and dimensions of the rake or rakes. Each such table must have its accuracy certified by a person or firm, other than the Contractor, customarily performing this service. Each table submitted must contain, in parallel columns, the freeboard of the in feet and tenths from zero to the full depth of the and the corresponding gross displacement to the nearest ton. Each will be suitably marked with two displacement gaging locations on each side near each end of the barge. Each gaging location must be marked by a line perpendicular to the edge of the barge, 4 inches wide and 1 foot long, on both the deck and side of the barge. Barges with rakes must have the displacement gaging lines placed at each corner of the

16 January 2025 SECTION 01 22 00 Page 7 Amended 1/16/2025 box section between the rakes. If a barge has a box end or ends, the gaging locations must be placed approximately 4 feet from the box end(s).

The freeboard will be measured at the four gaging locations and the displacement determined by the use of "STANDARD BARGE TABLES" from the average of these measurements. The displacement will be determined before and after being unloaded and the difference between these values will be the quantity delivered. Submit the Gaging Table Data , stone hauling vessel, gaging tables. Barges must be loaded so that the readings taken at the gaging locations do not vary more than 1.5 feet port to starboard fore and aft and do not vary more than 0.5 feet port to starboard. If such is not the case, trim the carrier by shifting the stone until this limit is reached, before the measurement will be accepted. The draft will be determined from the average of all six readings weighting the readings of the middle gage at double those of the end gages. (G 1 + G 2 + 2xG 3 + 2xG 4 + G 5 + G 6) divided by 8 = average draft.

1.3.3.3 Unit of Measure

Unit of Measure: Ton (TON)

1.3.4 Topsoil (0007)

1.3.4.1 Payment

Payment for Topsoil Mixture will be for furnishing, hauling, and placing the Topsoil Mixture.

1.3.4.2 Measurement

Topsoil Mixture will be measured by the cubic yard of soil placed in accordance to the cross sections indicated.

1.3.4.3 Unit of Measure

Unit of Measure: Cubic Yard (CY)

1.3.5 Grass Seeding and Erosion Control (0008)

1.3.5.1 Payment

Payment for Grass Seeding and Erosion Control will be for costs associated with operations necessary for grass seeding and erosion control, including, but not limited to, delivery, layout, slope preparation, trenching, material installation, seeding, mulching, tackifying, repair, reseeding, staking, cleanup, and removal. Payment excludes any effort paid as a part of Temporary Storm Water Pollution Control as this is paid for separately.

1.3.5.2 Measurement

Total Grass Seeding and Erosion Control will be measured by acre of total area of application.

1.3.5.3 Unit of Measure

Unit of Measure: Acre (AC)

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1.3.6 In-Stream Wood Material (0009)

1.3.6.1 Payment

Payment for In-stream Wood Material will be for all costs associated with In-Stream Wood, including, but not limited to, collection, shipping, storage, delivery, and placement of In-Stream Wood.

1.3.6.2 Measurement

In-stream wood materials will be measured by counting each tree properly anchored as indicated.

1.3.6.3 Unit of Measure

Unit of Measure: Each (EA)

1.3.7 Beaver Barrier Fence (0010)

1.3.7.1 Payment

Payment for Beaver barrier fencing will be made for all cost of labor, equipment, and material required to perform the work, including installation of revegetation sign(s) as indicated.

1.3.7.2 Measurement

Beaver barrier fence will be measured in linear feet of properly installed fencing.

1.3.7.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

References include U.S. Army Corps of Engineers (USACE) QMS, FAR 52.232-5, Payments under Fixed-Price Construction Contracts, and FAR 52.232-27, Prompt Payment for Construction Contracts.

3.1.1 Required Procedure

a. The payment request process to begin with the scheduling meeting.

Section 01 32 01 PROJECT SCHEDULE states: "Use the schedule as the basis for determining Contract earnings during each update period and therefore the amount of each progress payment." The QA Representative or Project Engineer will meet with the Contractor each month and mutually agree to the quantities and lump sum percentages to be invoiced prior to the Contractor's official invoice being submitted to the Administrating Office.

b. Print a copy of the Contractor's Pay Request Form from RMS to record the mutually agreed upon quantities and percentages. NOTE:

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Contractor earnings cannot be projected. This form must be signed and dated by the QA Representative and the Contractor. Consideration will be given to safety, submittals, Contractor Quality Control (CQC), acceptable work, as well as overall progress. In the case of deficient work, consider withholding the cost of removal and reconstruction.

c. Submit a preliminary payment request worksheet to the Quality Assurance (QA) Representative. This document is printed from RMS, which lists not only the pay activities for which payment is requested, but also lists any Contractor action items e.g. outstanding submittals, payrolls, quality control items, etc. Also submit all required back-up documentation if applicable, such as surveys, concrete calculations, weight tickets for tonnage items, etc.

d. QA Representative will meet with the Contractor to determine if the preliminary pay request and corresponding back-up is acceptable. The QA Representative to enter the approved percentages or quantities on the preliminary pay request worksheet, ensuring that consideration has been made to all Contractor action items that have not been completed or corrected. Both parties will sign and date the last page.

e. Submit the formal pay request package to the Administrating Office (original) and the QA Representative (copy), incorporating any changes made on the preliminary pay request on or before the 10th of the month. Enter the pay request into RMS.

3.1.2 Required Documents

Pay request packages from Contractors to include the following documents:

a. Prompt Payment Certification and Requested Earnings printed from RMS and wet signed.

b. Preliminary payment request worksheet, signed and dated by both parties.

c. Required back-up, if applicable (survey, cross-sections, weight tickets, etc.).

d. Updated approved schedule (progress chart or NAS with narrative report as specified).

e. Safety Exposure Report (entered and printed from RMS).

f. Current Submittal Register (hard copy not required, will be verified in RMS).

g. Current QC Test Log (hard copy not required, will be verified in RMS).

h. Certified Payrolls (prime and subs at all tiers) entered in RMS and submitted to the Administrating Office.

If the progress payment request is missing any of the above items or imports into RMS, the Administrating Office will notify the Contractor within 7 days and suspend the processing of the progress payment until the missing information has been received. The invoice will not be considered acceptable until a complete pay request package has been submitted and imports performed. Upon receipt of an acceptable invoice, the invoice is

16 January 2025 SECTION 01 22 00 Page 10 Amended 1/16/2025 stamped 'RECEIVED'. In accordance with FAR 52.232-27 Prompt Payment for Construction Contracts, the due date for making payment is 14 days after the designated billing office receives a proper complete payment request.

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