Amend-MEASURE PMT.pdf

LD3UE W912ES-09-B-0008

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 13 GENERAL

01 14 00.00 13 WORK RESTRICTIONS

01 22 00.00 13 MEASUREMENT AND PAYMENT

01 32 01.00 13 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.00 13 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 41 26.00 13 WISCONSIN POLLUTANT DISCHARGE ELIMINATION SYSTEM

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 13 CONTRACTOR QUALITY CONTROL

01 50 02.00 13 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 13 ENVIRONMENTAL PROTECTION

01 71 23.00 13 CONTRACTOR SURVEYS

01 78 02.00 10 CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK

03 20 01.00 10 CONCRETE REINFORCEMENT

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 50 00 METAL: MISCELLANEOUS AND FABRICATIONS

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 41 16 METAL SHEET PILING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19.00 13 SEEDING

DIVISION 33 - UTILITIES

33 00 00.00 13 EXCAVATION, TRENCHING, AND BACKFILLING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 STOPLOGS

35 31 19.00 13 STONE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 13

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

1.2 COMPENSATION

1.3 APPROVAL OF MATERIALS OR ALTERNATES

1.4 QUANTITY SURVEYS

1.5 MEASUREMENT BY WEIGHT

1.6 MEASUREMENT UNITS

1.7 LUMP SUM PAYMENT ITEMS

1.7.1 Stripping

1.7.2 Clearing and Grubbing

1.7.3 Sand

1.7.4 Geotextile

1.7.5 Aggregate Surface Material

1.7.6 Breaker Rock

1.7.7 Control Structure and Box Culvert

1.7.8 Topsoil & Seeding

1.8 UNIT PRICE PAYMENT ITEMS

1.8.1 24" and 36" Riprap

1.8.1.1 Payment

1.8.1.2 Measurement

1.8.2 Bedding

1.8.2.1 Payment

1.8.2.2 Measurement

1.8.3 Sheet Pile

1.8.3.1 Payment

1.8.3.2 Measurement

1.8.4 Vehicle Gates

1.8.4.1 Payment

1.8.4.2 Measurement

1.8.5 Bonds

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 13 Page 1

SECTION 01 22 00.00 13

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST HB 44 (2007) NIST Handbook 44: Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring Devices

1.2 COMPENSATION

The payment provided for in the contract shall constitute full compensation for furnishing all materials and for performing all work under the contract in a complete and acceptable manner. The contract work shall include providing plant, equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, and meeting safety requirements, and for performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project (whether or not the specific material or operation is indicated) shall be included on the bidding schedule. The payment provided for in the contract includes compensation for all risk, loss, damage, and expense arising out of the nature of the work or its prosecution, subject to conditions of the contract. Payment for each contract line item will constitute full compensation for furnishing the materials and constructing the work complete in place as specified.

1.3 APPROVAL OF MATERIALS OR ALTERNATES

Requests for approval of materials and products, or substitutes thereof, will not be considered prior to award of the contract.

1.4 QUANTITY SURVEYS

The Contractor shall provide quantity surveys for bulk materials measured by volume or weight, unless an alternate method of measurement is specified. Quantity surveys are specified in Section 01 71 23.00 13

CONTRACTOR SURVEYS.

1.5 MEASUREMENT BY WEIGHT

Bulk materials paid for by weight will be measured by weighing each truck

SECTION 01 22 00.00 13 Page 2 load on an approved scale before being placed in the work. Scales shall be of sufficient length to permit simultaneous weighing of all axle loads and shall be sensitive to a change in load of 0.2 percent throughout the range of the scale. The scale's accuracy shall conform to the applicable requirements of NIST HB 44 and shall be certified by a scale servicing company or by an inspector of the State Inspection Bureau. Each load shall be accompanied by a delivery ticket certified by the weighmaster. Delivery tickets shall be collected by the Contractor, and copies thereof shall be furnished to the Contracting Officer. As a minimum, each ticket shall contain the following information:

(1) Date and time.

(2) Vehicle number.

(3) Gross weight.

(4) Vehicle tare weight.

(5) Net weight.

(6) Job total for material weighed.

(7) Signature of weighmaster.

(8) Signature of Contractor's receiver.

1.6 MEASUREMENT UNITS

When materials are measured in units other than the measurement units specified as the basis of payment, the measured quantities shall be converted to the specified unit of measure. Factors for conversions from one basis or unit of measurement to another shall be approved by the Contracting Officer.

1.7 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum 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 lump sum or unit price payment item, shall be included in the listed lump sum or unit price item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute 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.

1.7.1 Stripping

Payment will be made at the contract lump sum price bid for work associated with operations necessary to perform stripping within the work limits shown on the drawings unless specifically addressed under a separate bid item.

Work shall include, but not be limited to stripping vegetation, topsoil, and organic material within the limits shown, stockpiling of topsoil, and disposing of excess stripped materials. Stripping the existing emergency levees shall be included in the bid price. No allowances will be made for stripping outside the limits of construction unless authorized.

1.7.2 Clearing and Grubbing

Payment for clearing and grubbing will be made at the contract lump sum price bid. This price shall constitute full compensation for all labor, equipment, tools, and incidentals necessary to complete the work as shown and specified. Any material that can be salvaged shall be stored for later

SECTION 01 22 00.00 13 Page 3 use. Debris shall be properly disposed. No allowances will be made for clearing and grubbing outside the limits of construction unless authorized.

1.7.3 Sand

Payment for sand will be made at the contract lump sum price bid. Price will constitute full compensation for furnishing all labor, materials and equipment and constructing the work complete in place as specified. No separate payment will be made for stockpiling materials.

1.7.4 Geotextile

Payment for geotextile will be made at the contract lump sum price bid.

Price will constitute full compensation for furnishing all labor, materials and equipment and constructing the work complete in place and removed as specified.

1.7.5 Aggregate Surface Material

Payment for aggregate will be made at the contract lump sum price bid.

Price will constitute full compensation for furnishing all labor, materials and equipment and constructing the work complete in place as specified. No separate payment will be made for stockpiling materials.

1.7.6 Breaker Rock

Payment for breaker rock will be made at the contract lump sum price bid.

Price will constitute full compensation for furnishing all labor, materials and equipment and constructing the work complete in place as specified. No separate payment will be made for stockpiling materials.

1.7.7 Control Structure and Box Culvert

Payment will be made for the construction on a Lump Sum basis. Work includes, but is not limited to excavation, backfill, compaction of backfill, formwork, reinforcing, concrete, waterstops. Also included are miscellaneous metal appurtenances including but not limited to stop logs and grooves with seal pads, stop log hooks, box culvert and end sections.

1.7.8 Topsoil & Seeding

Payment. Payment will be made for seeding on a Lump Sum basis. Payment will be made for the work associated with furnishing, final placement, and for work associated with providing and planting seed mixture specified within the limits indicated. Payment will include, but not be limited to seeding, mulch, watering, maintenance and work incidental to seeding. No additional payment will be made for seeding outside the limits of required seed as indicated on the drawings. No additional payment will be made for restoration of areas damaged by Contractor operations or for topsoil and seeding areas incidental to other work.

1.8 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 BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality

SECTION 01 22 00.00 13 Page 4 control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.8.1 24" and 36" Riprap

1.8.1.1 Payment

Payment will be by the ton (TN)(2,000 pounds avoirdupois) of all 24" and 36" riprap material acceptably placed within the tolerances specified, unless specifically addressed under a separate bid item.. Price(s) and payment(s) will be made at the contract unit price and will constitute full compensation for furnishing all plant, labor, materials and equipment and constructing the work complete in place as specified. No separate payment will be made for stockpiling materials.

Deductions. All stone permitted by the Contracting Officer to remain outside the tolerances specified will be deducted from the quantity for which payment is to be made. Volume of excess stone will be computed, using the average-end-area of excess above the tolerance line. The excess volume will be deducted for the payment quantity at the rate of 1.4 tons per cubic yard, regardless of actual weight per cubic yard.

1.8.1.2 Measurement

Riprap shall be measured in accordance with paragraph: MEASUREMENT BY

WEIGHT.

1.8.2 Bedding

1.8.2.1 Payment

Payment will be by the ton (TN)(2,000 pounds avoirdupois) of all bedding material acceptably placed within the tolerances specified, unless specifically addressed under a separate bid item. Price(s) and payment(s) will be made at the contract unit price and will constitute full compensation for furnishing all labor, materials and equipment and constructing the work complete in place as specified. No separate payment will be made for stockpiling materials.

Deductions. All stone permitted by the Contracting Officer to remain outside the tolerances specified will be deducted from the quantity for which payment is to be made. Volume of excess bedding will be computed, using the average-end-area of excess above the tolerance line. The excess volume will be deducted for the payment quantity at the rate of 1.4 tons per cubic yard, regardless of actual weight per cubic yard.

1.8.2.2 Measurement

Bedding shall be measured in accordance with paragraph: MEASUREMENT BY

WEIGHT.

1.8.3 Sheet Pile

1.8.3.1 Payment

Sheetpile will be paid for by the square foot (SF). Payment shall constitute full compensation for furnishing and installing the sheetpile and sheet pile cover as shown and specified. Work includes delivering the

SECTION 01 22 00.00 13 Page 5 materials, handling, driving, cutting off piles to the cutoff elevation, compiling and submitting pile driving records, backfilling voids around piles, and any other items incidental to driving piles to the required elevation.

Work includes but is not limited to all earthwork, including excavation, compaction, and grading; installation, maintenance, and removal of temporary shoring and dewatering systems if required.

No additional payment will be made for: damaged, rejected, or misplaced piles; withdrawn piles; backdriving; cutting off piles; splicing;

build-ups; or any cutoff length of piles. Removal of demolition material from the site and placement of it in the inert waste reuse site will be addressed in the bid item Removal and Disposal of Inert Waste Material.

1.8.3.2 Measurement

Sheetpile shall be measured by the Square Foot from cutoff elevations to the plan tip elevations in the vertical plane.

1.8.4 Vehicle Gates

1.8.4.1 Payment

Payment will be made for costs associated with operations necessary for fabrication and installation of the vehicle gates as shown and specified.

1.8.4.2 Measurement

Vehicle gates will be measured by the number of units constructed complete-in-place.

1.8.5 Bonds

Bonds will be paid for on a Lump Sum basis in accordance with FAR 52.232-5.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable) -- End of Section --

SECTION 01 22 00.00 13 Page 6

1.8.5 Bonds