W91238-19-B-0021_AM0002_1970_20190910.pdf

SOLICIATION NO. W91238-19-B-0021

1 of 1 Amendment 0002

YUBA RIVER BASIN, CALIFORNIA

MARYSVILLE RING LEVEE PHASE 2C

YUBA COUNTY

AMENDMENT 0002 - SUMMARY:

A) SPECIFICATION 1970

1) Replaced entire Section 01 22 00.

Yuba River Basin, California 1970 Marysville Ring Levee Phase 2C

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization (ITEM 0001)

1.1.1.1 Measurement and Payment

1.1.2 Storm Water Pollution Prevention Plan (ITEM 0002)

1.1.2.1 Measurement and Payment

1.1.3 Pre-and-Post Construction Surveys (ITEM 0003)

1.1.3.1 Measurement and Payment

1.1.4 Clearing and Grubbing (ITEM 0004)

1.1.4.1 Measurement and Payment

1.1.5 Topsoil Stripping (ITEM 0005)

1.1.5.1 Measurement

1.1.5.2 Payment

1.1.5.3 Unit of Measurement

1.1.6 Traffic Control (ITEM 0006)

1.1.6.1 Measurement and Payment

1.1.7 Sawcut Pavement (ITEM 0007)

1.1.7.1 Measurement

1.1.7.2 Payment

1.1.7.3 Unit of Measure

1.1.8 Demolition (ITEM 0008)

1.1.8.1 Measurement and Payment

1.1.9 Levee Excavation (Degrade) (ITEM 0009)

1.1.9.1 Measurement

1.1.9.2 Payment

1.1.9.3 Unit of Measure

1.1.10 Cutoff Wall Construction (ITEM 0010)

1.1.10.1 Measurement

1.1.10.2 Payment

1.1.10.3 Unit of Measure

1.1.11 Levee Embankment (Fill Material) (ITEM 0011)

1.1.11.1 Measurement

1.1.11.2 Payment

1.1.11.3 Unit of Measure

1.1.12 Levee Embankment (Impervious Fill) (ITEM 0012)

1.1.12.1 Measurement

1.1.12.2 Payment

1.1.12.3 Unit of Measure

1.1.13 6-inch Aggregate Surface Course(Levee Crown) (0013)

1.1.13.1 Measurement

1.1.13.2 Payment

1.1.13.3 Unit of Measure

1.1.14 6-inch Aggregate Base, Paved Levee Crown (ITEM 0014)

1.1.14.1 Measurement

1.1.14.2 Payment

01 22 00 - 1

AM0002

1.1.14.3 Unit of Measure

1.1.15 Asphaltic Concrete (Paved Levee Crown) (ITEM 0015)

1.1.15.1 Measurement

1.1.15.2 Payment

1.1.15.3 Unit of Measurement

1.1.16 Temporary WWTP Bypass and Incidental work (ITEM 0016)

1.1.16.1 Measurement and Payment

1.1.17 Permanent Pressurized 18-inch Sewer Pipe and Incidental work

(ITEM 0017)

1.1.17.1 Measurement and Payment

1.1.18 6-Inch Aggregate Base (AB), Biz Johnson Drive (ITEM 0018)

1.1.18.1 Measurement

1.1.18.2 Payment

1.1.18.3 Unit of Measure

1.1.19 Asphaltic Concrete Pavement (AC), Biz Johnson Drive (ITEM 0019)

1.1.19.1 Measurement

1.1.19.2 Payment

1.1.19.3 Unit of Measurement

1.1.20 Asphaltic Concrete (AC) Dike (ITEM 0020)

1.1.20.1 Measurement

1.1.20.2 Payment

1.1.20.3 Unit of Measure

1.1.21 Remove and Reinstall Existing Cal Trans Type A77L1 Guardrail and Supports To The Extend Possible (ITEM 0021)

1.1.21.1 Measurement and Payment

1.1.22 Remove and Reinstall 2 (E) Pipe-Gates and Bollards and

Construct 1 New Pipe-Gate and Bollards (ITEM 0022)

1.1.22.1 Measurement and Payment

1.1.23 Remove and Reuse Signage (ITEM 0023)

1.1.23.1 Measurement and Payment

1.1.24 Pavement Stripping (ITEM 0024)

1.1.24.1 Measurement and Payment

1.1.25 Permanent Erosion Control Seeding (Project Site) (ITEM 0025)

1.1.25.1 Measurement

1.1.25.2 Payment

1.1.25.3 Unit of Measure

1.1.26 Chain Link Fence and Street-End-Barricade (ITEM 0026)

1.1.26.1 Measurement and Payment

1.1.27 Temporary Construction Fence and Rail (ITEM 0027)

1.1.27.1 Measurement and Payment

1.1.28 Excavation, Remove Pipe and Backfill (30" Non-active Sewer

Pipe)(ITEM 0028)

1.1.28.1 Measurement and Payment

1.1.29 Excavation, Remove Pipe and Backfill (12" Active HDPE Pipe)

(ITEM 0029)

1.1.29.1 Measurement and Payment

1.1.30 Excavation, Remove Pipe and Backfill (24" Non-active Sewer

Pipe)(ITEM 0030)

1.1.30.1 Measurement and Payment

1.1.31 Pavement Markers (ITEM 0031)

1.1.31.1 Measurement and Payment

1.1.32 Remove and Re-Use Existing Rock Slope Protection (ITEM 0032)

1.1.32.1 Measurement

1.1.32.2 Payment

1.1.32.3 Unit of Measure

1.1.33 Excavation, Remove Pipe and Backfill (8" Non-active Storm

Water Pipe)(ITEM 0033)

1.1.33.1 Measurement and Payment

1.1.34 Imported Impervious Levee Fill (ITEM 1001)

01 22 00 - 2

1.1.34.1 Measurement

1.1.34.2 Payment

1.1.34.3 Unit of Measure

1.1.35 Construction Standby (ITEM 1002)

1.1.35.1 Measurement

1.1.35.2 Payment

1.1.35.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

3.1.1 Required Procedure

3.1.2 Required Documents

-- End of Section Table of Contents --

01 22 00 - 3

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 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, shall be included in the listed job item most closely associated with the work involved. The job 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.

1.1.1 Mobilization and Demobilization (ITEM 0001)

1.1.1.1 Measurement and Payment

Measurement and payment for mobilization, demobilization, staging areas and for all other work covered by this section of the Specifications shall be made at the contract JOB price for item "MOBILIZATION AND DEMOBILIZATION";

which payment shall constitute full compensation for all work covered by Sections 01 11 00.0101 71 10 MOBILIZATION AND DEMOBILIZATION and 01 50 02 TEMPORARY CONSTRUCTION FACILITIES of the specifications, as shown in the plans and as specified by the Contracting Officer. The cost loaded should be 60% for mobilization and 40% for demobilization. As a part of the demobilization cost should be 0.5% total award contract for As-built drawings.

1.1.2 Storm Water Pollution Prevention Plan (ITEM 0002)

1.1.2.1 Measurement and Payment

Measurement and payment for Storm Water Pollution Prevention Plan, and for all other work to complete the Storm Water Pollution Prevention Plan including of installing, properly maintaining, and removing temporary BMPs at the end of the job, will be made at the JOB price for item "STORM WATER POLLUTION PREVENTION PLAN" for which payment shall constitute full compensation for all work covered in the specifications and as shown on the drawings.

1.1.3 Pre-and-Post Construction Surveys (ITEM 0003)

1.1.3.1 Measurement and Payment

Measurement and payment for Pre-and-Post Construction Surveys, and for all other work to complete the Pre-and-Post Construction Surveys, will be made at the JOB price for item "PRE-AND-POST CONSTRUCTION SURVEYS" for which payment shall constitute full compensation for all work covered in the

01 22 00 - 4 specifications, as shown in the plans, and as directed by the Contracting Officer.

1.1.4 Clearing and Grubbing (ITEM 0004)

1.1.4.1 Measurement and Payment

CLEARING AND GRUBBING and the disposal of the materials from this operation and for all other work stated in the "CLEARING AND GRUBBING" section of the Specifications shall be measured and paid at the contract JOB PRICE for "CLEARING AND GRUBBING". This price shall constitute full compensation for furnishing all labor, materials and equipment, incidentals, and doing all work necessary to complete the clearing and grubbing, as specified, including disposal or salvage of materials, and restoring all ground surfaces. It Includes storage and replacement of existing sand stockpile near STA 243+50. Clearing and grubbing of the project site, staging areas and borrow sites shall be included in at the contract JOB PRICE for

"CLEARING AND GRUBBING".

This includes but is not limited to: 1) providing all labor, and equipment to remove levee crown stockpiles, poles, trees, bushes, existing rocks, existing riprap, and debris as indicated in the plans, and as directed by the Contracting Officer.

1.1.5 Topsoil Stripping (ITEM 0005)

1.1.5.1 Measurement

TOPSOIL STRIPPING of the materials from this operation will be measured by Average End Area Method.

1.1.5.2 Payment

Payment for STRIPPING will be made at the contract unit price for "STRIPPING". This price shall constitute full compensation for all equipment, labor, materials and incidentals necessary to complete the work as specified in the Specifications and as shown on the plans. Work includes, but is not limited to, stripping to a depth of 4-inches, hauling, stockpiling, placement, and spreading of topsoil. No separate or direct payment will be made for stockpiling, transportation, loading, unloading, disposal, or dust control of stripped materials. All costs in connection therewith shall be included in the unit price for TOPSOIL STRIPPING.

1.1.5.3 Unit of Measurement

Unit of Measure: Embankment Cubic Yard.

1.1.6 Traffic Control (ITEM 0006)

1.1.6.1 Measurement and Payment

Measurement and payment for TRAFFIC CONTROL, and for all other work to complete the TRAFFIC CONTROL, will be made at the JOB price for item "TRAFFIC CONTROL" for which payment shall constitute full compensation for all work covered in the specifications which includes but is not limited to traffic control design, traffic control equipment, traffic control signage, and related labor and materials.

01 22 00 - 5

1.1.7 Sawcut Pavement (ITEM 0007)

1.1.7.1 Measurement

The unit of measurement for this item will be based on the number of linear feet of cut made by the specified approved method to the lines delineated on the plans or as directed by the Contracting Officer.

1.1.7.2 Payment

Payment for this item will be based on the contract unit prices per Linear Foot for Sawcut Pavement, completed and approved including all labor, materials, tools, testing, and equipment necessary to complete the work as specified.

1.1.7.3 Unit of Measure

Unit of Measure: Lineal Foot (LF).

1.1.8 Demolition (ITEM 0008)

1.1.8.1 Measurement and Payment

Measurement and payment for DEMOLITION, and for all other work to complete the DEMOLITION, will be made at the JOB price for item "DEMOLITION" for which payment shall constitute full compensation for all work covered in the specifications, as shown in the plans, and as directed by the Contracting Officer. As indicated in the plans demolition will include;

but not be limited to: wet and dry utilities, utility vaults, utility valves and appurtenances, existing rock slope protection (riprap) asphaltic concrete pavement and aggregate base, chain link fence, barbed wire fence, , asphaltic concrete dikes, and concrete debris removal. Demolition includes the excavation and backfill cost associated with Demolition item.

Demolition includes the cost to remove and transport the demolished material to either a legal landfill, recycling center, or to the Marysville Levee District field office.

1.1.9 Levee Excavation (Degrade) (ITEM 0009)

1.1.9.1 Measurement

LEVEE EXCAVATION (DEGRADE) and related work shall be measured by the cubic yard, to the nearest 1.0 cubic yard from the dimensions shown on the plans.

Measurement will be by the Average End Area Method.

1.1.9.2 Payment

Payment for LEVEE EXCAVATION (DEGRADE) will be paid at the contract unit price for "LEVEE DEGRADE". This price shall constitute full compensation for all equipment, labor, materials, waste, hauling excavated materials to and from on-site stockpile locations or other point of use, and all incidentals necessary to complete the work specified.

1.1.9.3 Unit of Measure

Unit of Measure: Embankment Cubic Yard, to the nearest 1.0 cubic yard.

01 22 00 - 6

1.1.10 Cutoff Wall Construction (Soil Cement Bentonite) (ITEM 0010)

1.1.10.1 Measurement

Payment for Cutoff Wall Construction (Soil Cement Bentonite) shall be made at the contract price per square foot (height of the wall x length of the wall) of bid item. Such price shall include all costs of levee preparation, cutoff wall installation, stockpiling or spoiling materials generated during the cutoff wall installation, and all other items incidental to the construction and completion of the cutoff wall. No separate payment will be made for materials including bentonite, cement, additives, soil, equipment and mixing, handling and cleaning the slurry, and overtime during continuous operations, cleanup, assistance in the collection and maintenance of records and quality control testing, Type G survey monuments for as-constructed cutoff wall location; such items being included in the price of the cutoff wall. Final acceptance of the cutoff wall will be based on meeting all the requirements for the cutoff wall dimensions, bentonite slurry mix, and the 28-day hydraulic conductivity and strength requirements.

1.1.10.2 Payment

The amount to be paid for Cutoff Wall Construction (Soil Cement Bentonite) shall be determined by a unit price and the payment shall include full compensation for equipment usage, labor, transportation, materials, installation, maintenance, removal, restoration of areas disturbed by all construction activities necessary to complete the work specified at the contract unit price.

1.1.10.3 Unit of Measure

Unit of Measure: Square Foot (SF).

1.1.11 Levee Embankment (Fill Material) (ITEM 0011)

1.1.11.1 Measurement

Materials specified for LEVEE EMBANKMENT (FILL MATERIAL) will be measured for payment by the cubic yard, in place, and quantities will be determined by the average end method of in-place volume. Contractor shall account for shrink and swell. The basis for measurement will be cross sections of the areas to be filled taken after levee excavation operations and the actual cross sections of the embankments constructed within the specified tolerance. Cross sections shall be performed at significant breaks in grade except that the maximum distance between cross sections shall not exceed the distance specified in the General Specifications. Embankments not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted.

1.1.11.2 Payment

Payment will be made for LEVEE EMBANKMENT (FILL MATERIAL) placed as required in levee and ramp embankments as indicated in Section 31 00 00 EARTHWORK and on the Plans at the contract unit price for "LEVEE EMBANKMENT (Fill Material). Payment shall constitute full compensation for furnishing all plant, labor, equipment, material, hauling, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, and moisture control, including

01 22 00 - 7 hauling embankment material from the material source.

1.1.11.3 Unit of Measure

Unit of Measure: Embankment Cubic Yard.

1.1.12 Levee Embankment (Impervious Fill) (ITEM 0012)

1.1.12.1 Measurement

Select fill material specified for LEVEE EMBANKMENT (IMPERVIOUS FILL) will be measured for payment by the Embankment cubic yard, and quantities will be determined by the average end area method of in-place volume.

Contractor shall account for shrink and swales. The basis for measurement will be cross sections of the areas to be filled taken after clearing, grubbing, and stripping operations and the actual cross sections of the embankments constructed within the specified tolerance. Cross sections shall be performed at significant breaks in grade except that the maximum distance between cross sections shall be less than 500 feet. The levee sections not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Material removed as a result of the clearing, grubbing, and stripping operations will not be included in measurement of fill for payment.

1.1.12.2 Payment

Payment will be made for the LEVEE EMBANKMENT (IMPERVIOUS FILL) material placed as required, as indicated on the Drawings. Payment shall constitute full compensation for furnishing all plant, stockpiling, importing, labor, transportation, hauling,equipment and material, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, and moisture control.

1.1.12.3 Unit of Measure

Unit of Measure: Embankment Cubic Yards.

1.1.13 6-inch AGGREGATEggregate Surface Course(Levee Crown) (0013)

1.1.13.1 Measurement

6-INCH AGGREGATE SURFACE COURSE (LEVEE CROWN) will be measured for payment by the ton (2,000 pounds), to the nearest 1.0 ton. Quantities for payment will be certified by individual truck weight tickets delivered to the Engineer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities. Deductions will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable thickness.

1.1.13.2 Payment

6-INCH AGGREGATE SURFACE COURSE (LEVEE CROWN) will be paid for at the contract unit price under Bid Item "6-INCH AGGREGATE SURFACE COURSE (LEVEE CROWN)". Payment will constitute full compensation for the construction and completion of the Aggregate Base including material, SUBGRADE PREPARATION, and furnishing all labor and incidentals necessary to complete

01 22 00 - 8 the work required as shown on the Plans, as specified in these Specifications, and as directed by the Contracting Officer.

1.1.13.3 Unit of Measure

Unit of Measure: Ton.

1.1.14 6-inch Aggregate Base, Paved Levee Crown (ITEM 0014)

1.1.14.1 Measurement

6-INCH AGGREGATE BASE PAVED LEVEE CROWN will be measured for payment by the ton, to the nearest 1.0 ton. Quantities for payment will be certified by individual truck weight tickets delivered to the Engineer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities.

Deductions will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable thickness.

1.1.14.2 Payment

6-INCH AGGREGATE BASE PAVED LEVEE CROWN will be paid for at the contract unit price under Bid Item "6-INCH AGGREGATE BASE PAVED LEVEE CROWN".

Payment will constitute full compensation for the construction and completion of the Aggregate Base including material, SUBGRADE PREPARATION, and furnishing all labor and incidentals necessary to complete the work required as shown on the Plans, as specified in these Specifications, and as directed by the Contracting Officer.

1.1.14.3 Unit of Measure

Unit of Measure: Ton.

1.1.15 Asphaltic Concrete (PavedPavement, (AC) Levee Crown) (ITEM 0015)

1.1.15.1 Measurement

The quantity of ASPHALTIC CONCRETE PAVEMENT, (AC) (PAVED LEVEE CROWN) completed and accepted as determined by the Contracting Officer shall be measured in tons.

1.1.15.2 Payment

Quantities of ASPHALTIC CONCRETE PAVEMENT, (AC)(PAVED LEVEE CROWN) as measured above, will be paid for at the respective contract unit price under Bid Item "ASPHALTIC CONCRETE PAVEMENT, (AC)(PAVED LEVEE CROWN)".

Payment will constitute full compensation for the construction and completion of the bituminous concrete pavement, including material, equipment, and furnishing all labor and incidentals necessary to complete the work required as shown on the Plans, as specified in Section 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS of these Specifications, and as directed by the Contracting Officer.

1.1.15.3 Unit of Measurement

Unit of Measure: Ton

01 22 00 - 9

1.1.16 Temporary WWTP Bypass Sewer Line and Incidental work (ITEM 0016)

1.1.16.1 Measurement and Payment

Measurement and payment for Temporary WWTP Bypass Sewer Line, and for all other work to complete the Temporary WWTP Bypass Sewer Line, will be made at the JOB price. Construction of a TEMPORARY WWTP BYPASS SEWER LINE and incidental work AND INCIDENTAL WORK from the landside near the Waste Water Treatment Plant (WWTP) to a designated point on the waterside including the removal of an existing 12-inch gravity sewer line and other abandoned pipes, disposal of the materials from this operation shall be measured and paid at the contract JOB PRICE for "TEMPORARY WWTP BYPASS SEWER LINE" and incidental workAND INCIDENTAL WORK". This price shall constitute full compensation for furnishing all labor, materials and equipment, incidentals, and doing all work necessary to complete the TEMPORARY WWTP BYPASS SEWER LINE AND INCIDENTAL WORK, for which payment shall constitute full compensation for all related work covered in the specifications and as shown on the drawings.

1.1.17 Permanent Pressurized 18-inch Sewer Pipe and Incidental work (ITEM 0017)

1.1.17.1 Measurement and Payment

Measurement and payment for Permanent Pressurized 18-inch Sewer Pipe, and for all other work to complete the Permanent Pressurized 18-inch Sewer Pipe, will be made at the JOB price. Construction of a PERMANENT PRESSURIZED 18-INCH SEWER PIPE from the landside near the Waste Water Treatment Plant (WWTP) to a designated point on the waterside shall be measured and paid at the contract JOB PRICEprice for "PERMANENT PRESSURIZED 18-INCH SEWER PIPE AND INCIDENTAL WORK". This price shall constitute full compensation for furnishing all labor, engineering-design, materials and equipment, incidentals, and doing all work necessary to complete the PERMANENT PRESSURIZED 18-INCH SEWER PIPE, for which payment shall constitute full compensation for all work covered in the specifications and as shown on the drawings.

1.1.18 6-Inch Aggregate Base (AB), Biz Johnson Drive (ITEM 0018)

1.1.18.1 Measurement

6-INCH AGGREGATE BASE (AB), BIZ JOHNSON DRIVE will be measured for payment by the ton, to the nearest 1.0 ton. Quantities for payment will be certified by individual truck weight tickets delivered to the Engineer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities. Deductions will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable thickness.

1.1.18.2 Payment

6-INCH AGGREGATE BASE (AB), BIZ JOHNSON DRIVE will be paid for at the contract unit price under Bid Item "6-INCH AGGREGATE BASE (AB), BIZ JOHNSON DRIVE". Payment will constitute full compensation for the construction and completion of the Aggregate Base including material, SUBGRADE PREPARATION, and furnishing all labor and incidentals necessary to complete the work required as shown on the Plans, as specified in these Specifications, and

01 22 00 - 10 as directed by the Contracting Officer.

1.1.18.3 Unit of Measure

Unit of Measure: Ton.

1.1.19 Asphaltic Concrete Pavement (AC), Biz Johnson Drive (ITEM 0019)

1.1.19.1 Measurement

The quantity of ASPHALTIC CONCRETE PAVEMENT (AC), BIZ JOHNSON DRIVE completed and accepted as determined by the Contracting Officer shall be measured in tons.

1.1.19.2 Payment

Quantities of ASPHALTIC CONCRETE PAVEMENT (AC), BIZ JOHNSON DRIVE as measured above, will be paid for at the respective contract unit price under Bid Item "ASPHALTIC CONCRETE PAVEMENT (AC), BIZ JOHNSON DRIVE".

Payment will constitute full compensation for the construction and completion of the bituminous concrete pavement, including material, equipment, and furnishing all labor and incidentals necessary to complete the work required as shown on the Plans, as specified in Section 32 12 16 HOT-MIX ASPHALT (HMA)FOR ROAD of these Specifications, and as directed by the Contracting Officer.

1.1.19.3 Unit of Measurement

Unit of Measure: Ton

1.1.20 Asphaltic Concrete (AC) Dike (ITEM 0020)

1.1.20.1 Measurement

The unit of measurement for "Asphaltic Concrete (AC) Dike" will be based on the number of linear feet of cut made by the specified approved method to the lines delineated on the plans or as directed by the Contracting Officer.

1.1.20.2 Payment

Payment for "Asphaltic Concrete (AC) Dike" will be based on the contract unit prices per Linear Foot for AC dike construction, completed and approved including all labor, materials, tools, testing, and equipment necessary to complete the work as specified.

1.1.20.3 Unit of Measure

Unit of Measure: Lineal Foot (LF).

1.1.21 Remove and Reinstall Existing Cal Trans Type A77L1 Guardrail and Supports To The Extend Possible (ITEM 0021)

1.1.21.1 Measurement and Payment

Construction work for this item will be made at the JOB price for item

"REMOVE AND REINSTALL EXISTING CAL TRANS TYPE A77L1 GUARDRAIL AND SUPPORTS

TO THE EXTENT POSSIBLE" to the Extent Possible for which payment shall constitute full compensation for all work covered in the specifications, as

01 22 00 - 11 shown in the plans, and as directed by the Contracting Officer.

1.1.22 Remove and Reinstall 2 (E) Pipe-Gates and Bollards and Construct 1 nN ew Pipe-Gate and Bollards (ITEM 0022)

1.1.22.1 Measurement and Payment

Measurement and payment for REMOVE AND REINSTALL 2 (E)PIPE GATES AND BOLLARDS AND CONSTRUCT 1 NEW PIPE-GATE AND BOLLARDS, and for all other work to complete the installation and construction of the task "REMOVE AND

REINSTALL 2 (E)PIPE GATES AND BOLLARDS AND CONSTRUCT 1 NEW PIPE-GATE AND

BOLLARDS", will be made at the JOB price for item for which payment shall constitute full compensation for all work covered in the specifications, as shown in the plans, and as directed by the Contracting Officer.

1.1.23 Remove and Reuse Signage (ITEM 0023)

1.1.23.1 Measurement and Payment

Measurement and payment for REMOVE AND REUSE SIGNAGE and for all other work to complete the installation and construction of the REMOVE AND REUSE SIGNAGE, will be made at the JOB price for item "REMOVE AND REUSE SIGNAGE" for which payment shall constitute full compensation for all SIGNAGE work covered in the specifications and as shown in the drawings.

1.1.24 Pavement Stripping and Markers(ITEM 0024)

1.1.24.1 Measurement and Payment

Measurement and payment for PAVEMENT STRIPING AND MARKERS and for all other work to complete the installation and construction of the PAVEMENT STRIPING AND MARKERS, will be made at the JOB price for item "PAVEMENT STRIPING AND MARKERS" for which payment shall constitute full compensation for all PAVEMENT STRIPING AND MARKERS work covered in the specifications and as shown in the drawings.

1.1.25 Permanent Erosion Control Seeding (Project Site) (ITEM 0025)

1.1.25.1 Measurement

PERMANENT EROSION CONTROL SEEDING (PROJECT SITE) as shown on the plans, and as described in these specifications Section 32 92 33 GRASS SEEDING AND EROSION CONTROL, will be made at the JOB price for item "PERMANENT EROSION CONTROL SEEDING(PROJECT SITE)" for which payment shall constitute full compensation for all work covered in the specifications, as shown in the plans, and as directed by the Contracting Officer.

1.1.25.2 Payment

PERMANENT EROSION CONTROL SEEDING (PROJECT SITE) as shown on the plans, and as described in these specifications, will be paid for at the JOB price for PERMANENT EROSION CONTROL SEEDING(PROJECT SITE); which shall include installation, watering, labor, equipment and material, and performing all operations to establish Permanent Erosion Control. Permanent Erosion Control measures, which are required to be repeated due to the Contractor's negligence, carelessness, neglect, failure to install or maintain Permanent Erosion Control properly, will be performed by the Contractor at no expense to the Government.

01 22 00 - 12

1.1.25.3 Unit of Measure

Unit of Measure: Job.

1.1.26 Chain Link Fence and Street -End-Barricade (ITEM 0026)

1.1.26.1 Measurement and Payment

Measurement and payment for Chain Link Fence and Street Barricade and for all other work to complete the CHAIN LINK FENCE AND STREET-END- BARRICADE installation, will be made at the contract JOB price for item "CHAIN LINK FENCE AND STREET-END- BARRICADE"; which payment must constitute full compensation for all work covered in sSection 01 50 02 TEMPORARY CONSTRUCTION FACILITIES of the specifications. Payment also includes removal once approved by the Contracting Officer. Removal and post footing restoration must be included in the JOB price and will not be paid separately.

1.1.27 Temporary Construction Fence and Rail (ITEM 0027)

1.1.27.1 Measurement and Payment

Measurement and payment for Temporary Construction Fence and Rail and for all other work to complete the installation and construction of the Temporary Construction Fence and Rail, will be made at the JOB price for item "TEMPORARY CONSTRUCTION FENCE AND RAIL" for which payment shall constitute full compensation for all TEMPORARY CONSTRUCTION FENCE AND RAIL work covered in the specifications and as shown in the drawings.

1.1.28 Excavation, Remove Pipe and Backfill (30" Non-active Sewer Pipe)(ITEM 0028)

1.1.28.1 Measurement and Payment

EXCAVATION (30" Non-active Sewer Pipe) and related work shall be measured by the cubic yard from the dimensions shown on the plans. Measurement will be by the Average End Area Method.Measurement and payment for Excavate, Remove Pipe and Backfill (30" Non-active Sewer Pipe), and for all other work to complete the task "Excavate, Remove Pipe and Backfill (30" Non-active Sewer Pipe)", will be made at the JOB price for item "Excavate, Remove Pipe and Backfill (30" Non-active Sewer Pipe)for which payment shall constitute full compensation for all equipment, labor, materials, waste, hauling excavated materials to and from on-site stockpile locations or other point of use, all incidentals necessary to complete the work specified and as shown in the plans, and as directed by the Contracting Officer. Measurement will be by the Average End Area Method to compute excvation and backfill volumes. Also backfill levee to elevation 81 feet to provide cutoff wall working platform.

1.1.28.2 Payment

Payment for EXCAVATION (30" Non-active Sewer Pipe) will be paid at the contract unit price for the EXCAVATION (30" Non-active Sewer Pipe). This price shall constitute full compensation for all equipment, labor, materials, waste, hauling excavation materials to and from the on-site stockpile locations or other point of use, and all incidentals necessary to compete the work specified.

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1.1.29 Excavation, Remove Pipe and Backfill (12" Active HDPE Pipe) (ITEM 0029)

1.1.29.1 Measurement and Payment

EXCAVATION (12" Active HDPE Pipe) and related work shall be measured by the cubic year from the dimensions shows on the plans. Measurement will be by the Average End Area Method.Measurement and payment for Excavate, Remove Pipe and Backfill (12" Active HDPE Pipe), and for all other work to complete the task "Excavate, Remove Pipe and Backfill (12" Active HDPE Pipe)", will be made at the JOB price for item "Excavate, Remove Pipe and Backfill (12" Active HDPE Pipe)for which payment shall constitute full compensation for all equipment, labor, materials, waste, hauling excavated materials to and from on-site stockpile locations or other point of use, all incidentals necessary to complete the work specified and as shown in the plans, and as directed by the Contracting Officer. Measurement will be by the Average End Area Method to compute excvation and backfill volumes.

Also backfill levee to elevation 81 feet to provide cutoff wall working platform.

1.1.29.2 Payment

Payment for EXCAVATION (12" Active HDPE Pipe) will be paid at the contract unit price for EXCAVATION (12" Active HDPE Pipe). This price shall constitute full compensation for all equipment, labor, materials, waste, hauling excavation materials to and from the on-site stockpile locations or other point of use, and all incidentals necessary to compete the work specified.

1.1.30 Excavation, Remove Pipe and Backfill (24" ANon-active Sewer Pipe)(ITEM 0030)

1.1.30.1 Measurement and Payment

Payment for EXCAVATION (24" Active Sewer Pipe) and related work shall be measured by the cubic year from the dimensions shows on the plans.

Measurement will be by the Average End Area MethodMeasurement and payment for Excavate, Remove Pipe and Backfill (24" Non-active Sewer Pipe), and for all other work to complete the task "Excavate, Remove Pipe and Backfill (24" Non-active Sewer Pipe)", will be made at the JOB price for item "Excavate, Remove Pipe and Backfill (24" Non-active Sewer Pipe)for which payment shall constitute full compensation for all equipment, labor, materials, waste, hauling excavated materials to and from on-site stockpile locations or other point of use, all incidentals necessary to complete the work specified and as shown in the plans, and as directed by the Contracting Officer. Measurement will be by the Average End Area Method to compute excavation and backfill volumes. Also backfill levee to elevation 81 feet to provide cutoff wall working platform..

1.1.30.2 Payment

Payment for EXCAVATION (24" Active Sewer Pipe) will be paid at the contract unit price for EXCAVATION (24" Active Sewer Pipe). This price shall constitute full compensation for all equipment, labor, materials, waste, hauling excavation materials to and from the on-site stockpile locations or

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1.1.31 Pavement Markers (ITEM 0031)

1.1.31.1 Measurement and Payment

Measurement and payment for PAVEMENT MARKERS and for all other work to complete the installation and construction of the PAVEMENT MARKERS, will be made at the JOB price for item "PAVEMENT MARKERS" for which payment shall constitute full compensation for all PAVEMENT MARKERS work covered in the specifications and as shown in the drawings.

1.1.32 Remove and Re-Use Existing Rock Slope Protection (ITEM 0032)

1.1.32.1 Measurement

REMOVE AND RE-USE EXISTING ROCK SLOPE PROTECTION will be measured for payment by the cubic yard (CY). Computed by the area disturbed as shown on the drawings and multiplied by and average depth of 18 inches.

1.1.32.2 Payment

REMOVE AND RE-USE EXISTING ROCK SLOPE PROTECTION will be paid at the contract unit price under item "REMOVE AND RE-USE EXISTING ROCK SLOPE PROTECTION". Payment will constitute full compensation for all equipment, labor, materials, waste, hauling RSP materials to and from on-site stockpile location, and incidentals necessary to complete the work specified.

1.1.32.3 Unit of Measure

Unit if Measure: Cubic yard (CY).

1.1.33 Excavation, Remove Pipe and Backfill (8" Non-active Storm Water Pipe)(ITEM 0033)

1.1.33.1 Measurement and Payment

Measurement and payment for Excavate, Remove Pipe and Backfill (8" Non-active Storm Water Pipe), and for all other work to complete the task "Excavate, Remove Pipe and Backfill (8" Non-active Storm Water Pipe)", will be made at the JOB price for item "Excavate, Remove Pipe and Backfill (8" Non-active Storm Water Pipe)for which payment shall constitute full compensation for all equipment, labor, materials, waste, hauling excavated materials to and from on-site stockpile locations or other point of use, all incidentals necessary to complete the work specified and as shown in the plans, and as directed by the Contracting Officer. Measurement will be by the Average End Area Method to compute excvation and backfill volumes.

Also backfill levee to elevation 81 feet to provide cutoff wall working platform.

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1.1.34 Imported Impervious Levee Fill (ITEM 1001)

1.1.34.1 Measurement

Select fill material specified for "IMPORTED IMPERVIOUS LEVEE FILL" will be measured for payment by the cubic yard (CY),which is placed and compacted,and quantities will be computed by the average end method from cross sections taken before and after the embankment fill placement operations when the materials are acceptably placed and compacted as herein specified. Contractor must account for shrinkage and swell. Cross sections must be taken in sufficient numbers to account for geometric changes in the cross sections but not great than 75-foot increments measured along the levee alignment. The levee sections not constructed to design grade and section exceeding allowable tolerances as indicated on the Contractor's compliance survey will not be accepted.

1.1.34.2 Payment

Payment will be made for the "IMPORTED IMPERVIOUS LEVEE FILL" material placed as required, as indicated on the drawings. Payment must constitute full compensation for furnishing all plant, stockpiling, importing, labor,transportation, hauling, equipment and material, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, and moisture control as specified in Section 31 00 00 EARTHWORK.

1.1.34.3 Unit of Measure

Unit of Measure: Cubic yard (CY).

1.1.35 Construction Standby (ITEM 1002)

1.1.35.1 Measurement

Measure CONSTRUCTION STANDBY by the day. Each day will be measured per 24 hour period where the Contractor must stop work as directed by the Contracting Officer.

1.1.35.2 Payment

Payment will be made for costs associated with operations necessary for CONSTRUCTION STANDBY. The work must include furnishing the related labor, equipment, and materials. Include all associated costs in the bid item for "CONSTRUCTION STANDBY"; which payment constitutes full compensation for all Work involved in CONSTRUCTION STANDBY as defined in the Contract Documents or as directed by the Contracting Officer.

1.1.35.3 Unit of Measure

Unit of Measure: Day.

PART 2 PRODUCTS

Not Used

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PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

References include 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 must 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. The Contractor must print a copy of the Contractor's Pay Request Form from RMS to record the mutually agreed upon quantities and percentages.

NOTE: Contractor earnings must not 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, withholding the cost of removal and reconstruction must be considered.

c. Contractor must 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. Contractor must 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 will 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. Contractor must 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. Contractor must also enter the pay request into RMS.

3.1.2 Required Documents

Pay request packages from Contractors must 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.

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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 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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