B08 IFB Atch 11 - Revised Atch 1 Tech Specs Section 01 22 00.pdf

American River Common Features (ARCF) Spec No. 2238

Natomas Basin - Reach B, I-5 Window FINAL SUBMITTAL

Section 01 22 00 Page 1

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

08/15

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

Weight Certificates

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed 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.

Contractor must provide a schedule of values for all JOB items prior to start of construction. The schedule of values must be a detailed list of items of work including quantities and unit prices. The schedule of values must be part of the submittal for the JOB payment items. JOB payment items must not be accepted without the schedule of values. The schedule of values must be used for progress payments and determining the completeness of the submittal.

1.2.1 Mobilization and Demobilization

1.2.1.1 Measurement and Payment

Measurement and payment for mobilization, demobilization, tree trimming, staging areas, temporary construction facilities, and for all other work covered by the Project Specifications must be made at the Contract JOB price for item "MOBILIZATION AND DEMOBILIZATION"; which payment must constitute full compensation for all the Work involved in mobilization and demobilization as shown or specified in the Contract documents, and directed by the Contracting Officer. Separate payment will not be made for providing temporary construction facilities, temporary signage, related labor, equipment, and materials. The CLIN is allocated 60 percent for mobilization

Section 01 22 00 Page 2 and 40 percent demobilization. As a part of demobilization, half percent of the award amount is for approved final as-built drawings.

1.2.2 Traffic Control

1.2.2.1 Measurement and Payment

Measurement and payment for providing traffic control, traffic control plan, obtaining local agency permits for traffic control, traffic control signage, related labor, equipment, and materials, and all costs associated therewith will be made at the contract JOB price for "TRAFFIC CONTROL"; which payment must constitute full compensation for all the Work involved in traffic control as shown or specified in the Contract documents, and directed by the

Contracting Officer.

1.2.3 Storm Water Pollution Control

1.2.3.1 Measurement and Payment

Measurement and payment will be made for storm water pollution control including installing, maintaining, and removing best management practices in accordance with the Contractor-provided storm water pollution prevention plan (SWPPP) at the contract JOB price for item "STORM WATER POLLUTION

CONTROL"; which payment Must constitute full compensation for all work involved in storm water pollution control including providing qualified staff as required by the General Construction Permit, installation of best management practices for erosion control, silt fencing, spill control, monitoring, developing and providing updates to the SWPPP, and record keeping as required by the law, as shown or specified in the Contract documents.

1.2.4 Demolition

1.2.4.1 Measurement and Payment

Payment will be made for demolition including removal of asphalt, aggregate base, sidewalk stairs, post and cable fencing, light fixtures, curbs, other hardscape features and as indicated in these specifications at the contract

JOB price for item "DEMOLITION"; which payment will constitute full compensation for all work involved in demolition as required in the Contract

Documents.

1.2.5 Ground Vibration Monitoring

1.2.5.1 Measurement and Payment

Payment will be made for ground vibration monitoring as indicated in these specifications, Section 01 00 00, at the contract JOB price for item "GROUND

VIBRATION MONITORING"; which payment will constitute full compensation for all work involved in ground vibration monitoring as required in the Contract

Documents.

Section 01 22 00 Page 3

1.2.6 Construct Temporary Detour Roads

1.2.6.1 Measurement and Payment

Measurement and payment will be made for construct temporary detour roads at the Contract JOB price for "CONSTRUCT TEMPORARY DETOUR ROADS"; which must constitute full compensation for the construction and completion of grading, bituminous concrete pavement, asphalt base, pedestrian access, and parallel parking, including material, and furnishing all labor, equipment, testing, and incidentals necessary to complete the work required as shown or specified in the Contract documents, or as directed by the Contracting

Officer.

1.2.7 Demolish Temporary Detour Road (north detour)

1.2.7.1 Measurement and Payment

Measurement and payment will be made for the demolition of the temporary detour road (north detour) at the Contract JOB price for "DEMOLISH TEMPORARY

DETOUR ROAD (NORTH DETOUR)"; which must constitute full compensation for the demolition and disposal of the bituminous concrete pavement, asphalt base, and earthworks (including removal of the earth fill ramp to Garden Highway), including material, and furnishing all labor, equipment, testing, and incidentals necessary to complete the work required as shown or specified in the Contract documents, or as directed by the Contracting Officer.

1.2.8 Demolish Temporary Detour Road (south detour)

1.2.8.1 Measurement and Payment

Measurement and payment will be made for the demolition of the temporary detour road (south detour) at the Contract JOB price for "DEMOLISH TEMPORARY

DETOUR ROAD (SOUTH DETOUR)"; which must constitute full compensation for the demolition and disposal of the bituminous concrete pavement, and earthworks, including material, and furnishing all labor, equipment, testing, and the contract documents, or as directed by the Contracting Officer.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the Work that must be performed on a unit price basis are listed in the bid schedule. The unit price and payment made for the work of each item listed must constitute full compensation for furnishing all facilities, plants, labor, materials, tools, equipment, incidentals, performing all associated Contractor quality control, environmental protection and tests, providing all reports, meeting safety requirements, tests and reports, and for performing all Work required for each of the unit price items.

1.3.1 Clearing and Grubbing

1.3.1.1 Measurement

Clearing and grubbing must be field measured for payment by the acre, to the nearest 0.1 acre. Measurement will be based on field surveys and as directed by the Contracting Officer.

Section 01 22 00 Page 4

1.3.1.2 Payment

Clearing and grubbing, and the disposal of the materials from this operation and for all other related Work will be paid at the contract bid price for

"CLEARING AND GRUBBING". Payment will be made for costs associated with furnishing all labor, materials, equipment and incidentals, and doing all work necessary to complete the clearing and grubbing including removal of rocks, debris, concrete rubble, existing AB aggregate surfacing not salvaged, demolition of structures not specified elsewhere, abandonment of wells, as indicated in the specifications and as shown on the plans, fencing and all other deleterious items and as noted on or specified in the Contract documents, including disposal or salvage of materials, and restoring all ground surfaces.

1.3.2 Stump and Root Ball Removal

1.3.2.1 Measurement

Stump and root ball removal will be paid for at the contract unit price per each, such price will constitute full compensation for furnishing all materials, labor, equipment, tools, and incidentals.

1.3.2.2 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment and incidentals, and doing all work necessary to complete the removal of stumps and root balls including backfilling holes created by stump removal. All costs associated therewith must be included in the Contract bid price for "STUMP AND ROOT BALL REMOVAL"; which payment must constitute full compensation for all Work involved in stump and root ball removal as indicated in the plans or as directed by the Contracting

1.3.3 Topsoil Stripping

1.3.3.1 Measurement

Topsoil stripping, removal, stockpile and respread of materials from this operation must be measured for payment by the cubic yard stripped and quantities will be determined by the average end area method. The basis for measurement will be cross sections of the areas to be stripped taken before and after stripping operations. Cross sections must be performed at significant breaks in grade and the maximum distance specified in Section 10

00 00, Paragraph 1.18 PROJECT SURVEY.

1.3.3.2 Payment

Payment for Topsoil Stripping will be made at the Contract bid price for

"TOPSOIL STRIPPING". This price must constitute full compensation for all equipment, labor, materials and incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the

Contracting Officer. No separate or direct payment will be made for stockpiling, transportation, loading, unloading, respreading on seepage berms and other areas or for dust control of stripped materials. All costs in connection therewith must be included in the unit price for "TOPSOIL

STRIPPING".

Section 01 22 00 Page 5

1.3.4 General Excavation

1.3.4.1 Measurement

Excavation will be measured for payment by the cubic yard and quantities will be determined by the average end area method. The basis for measurement will be the actual cross sections of the excavation area taken after stripping operations and the actual cross sections after excavation as shown on the plans and to within the specified tolerance. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified in the General

Specifications. Excavation in excess of the design grades as indicated on the plans, including allowable tolerance, will not be accepted.

1.3.4.2 Payment

Payment for excavation will be paid at the at the Contract bid price for

"GENERAL EXCAVATION". This price must constitute full compensation for all equipment, labor, and materials for excavation as shown on the plans.

Hauling excavated materials to and from stockpile locations, waste sites, or other points of use, and all incidentals necessary to complete the Work as shown or specified in Section 31 00 00, shown in the plans, or as directed by the Contracting Officer will also be included under this line item.

1.3.5 Soil Type 1

1.3.5.1 Measurement

Soil type 1 will be measured for payment by the cubic yard and quantities will be determined by the average end area method. The basis for measurement will be the actual cross sections of the excavation area taken after stripping operations and the actual cross sections after excavation as shown on the plans and to within the specified tolerance. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified in

Specification Section 01 00 00, 1.18 PROJECT SURVEYS. Soil type 1 in excess of the design grades as indicated on the plans, including allowable tolerance, will not be accepted.

1.3.5.2 Payment

Payment will be made for soil type 1 placed as required in the seepage berm as shown or specified in the Contract documents, or as directed by the

Contracting Officer at the Contract bid price for "SOIL TYPE 1". Payment must constitute full compensation for furnishing all plant, labor, equipment and material, and performing all operations necessary for foundation preparation (including Dewatering per Specification 01 57 30) and placing and compacting the material, materials testing, surveying, and moisture control.

1.3.6 Soil Type 2

1.3.6.1 Measurement

Soil type 2 will be measured for payment by the cubic yard and quantities will be determined by the average end area method. The basis for the final quantity must be the length of the reconstructed levee and the length of the

Section 01 22 00 Page 6 adjacent levee installed. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified in Specification Section 01 00 00, 1.18

PROJECT SURVEYS. Soil type 2 in excess of the design grades as indicated on

1.3.6.2 Payment

Payment will be made for soil type 2 placed as required in the levee as shown or specified in the Contract documents, or as directed by the

Contracting Officer at the Contract bid price for "SOIL TYPE 2". Payment must constitute full compensation for furnishing all plant, labor, equipment and material, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control.

1.3.7 Soil Type 3

1.3.7.1 Measurement

Soil type 3 will be measured for payment by the cubic yard and quantities will be determined by the average end area method. The basis for the final quantity must be the length of the reconstructed levee and the length of the adjacent levee installed. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified in Specification Section 01 00 00, 1.18

PROJECT SURVEYS. Soil type 3 in excess of the design grades as indicated on

1.3.7.2 Payment

Payment will be made for soil type 3 placed as required in the adjacent levee as shown or specified in the Contract documents, or as directed by the

Contracting Officer at the Contract bid price for "SOIL TYPE 3". Payment must constitute full compensation for furnishing all plant, labor, equipment and material, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control.

1.3.8 Storm Drain Inlet

1.3.8.1 Measurement

Storm Drain Inlet will be paid for at the contract unit price per each, such price will constitute full compensation for furnishing all materials, labor, equipment, tools, and incidentals.

1.3.8.2 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment and incidentals, and doing all work necessary to complete the installation of a storm drain inlet and rock erosion protection at the inlet per plans. All costs associated therewith must be included in the Contract bid price for "STORM DRAIN INLET"; which payment must constitute full compensation for all Work involved in placing the storm drain inlet as indicated in the plans or as directed by the Contracting

Section 01 22 00 Page 7

1.3.9 12-Inch Reinforced Concrete Pipe Culvert

1.3.9.1 Measurement

12-inch reinforced concrete pipe culvert must be measured for payment by the linear foot to the nearest foot placed to the lines and limits shown on the plans or as directed by the Contracting Officer.

1.3.9.2 Payment

Payment will be made for costs associated with operations necessary for installation of the 12-inch reinforced concrete pipe culverts located on the

Plans. The work must include furnishing the pipe, installing pipe, installing flared end sections, excavation, backfill, related labor, equipment, materials, and connections. All costs associated therewith must be included in the Contract bid price for "12-INCH REINFORCED CONCRETE PIPE

CULVERT"; which payment must constitute full compensation for all Work involved in installation of pipeline as shown or specified in the Contract documents or directed by the Contracting Officer.

1.3.10 18-Inch Reinforced Concrete Pipe Culvert

1.3.10.1 Measurement

18-inch reinforced concrete pipe drainage pipe must be measured for payment by the linear foot to the nearest foot placed to the lines and limits shown on the plans or as directed by the Contracting Officer.

1.3.10.2 Payment

installation of the 18-inch reinforced concrete pipe. The work must include furnishing the pipe, installing pipe, excavation, backfill, related labor, equipment, and materials connections. All costs associated therewith must be included in the Contract bid price for "18-INCH REINFORCED CONCRETE PIPE

CULVERT"; which payment must constitute full compensation for all Work involved in installation of pipeline as shown or specified in the Contract documents or directed by the Contracting Officer.

1.3.11 24-Inch Reinforced Concrete Pipe

1.3.11.1 Measurement

24-inch reinforced concrete pipe drainage pipe must be measured for payment by the linear foot to the nearest foot placed to the lines and limits shown on the plans or as directed by the Contracting Officer.

1.3.11.2 Payment

installation of the 24-inch reinforced concrete pipe drainage pipe located under Garden Highway and the grading, RSP, fabric, and soil cover along the waterside slope of the road. The work must include furnishing the pipe, furnishing the RSP, fabric and soil, installing pipe, RSP, and fabric, excavation, backfill, related labor, equipment, and materials connections.

All costs associated therewith must be included in the Contract bid price

Section 01 22 00 Page 8 for "24-INCH REINFORCED CONCRETE PIPE"; which payment must constitute full compensation for all Work involved in installation of pipeline as shown or specified in the Contract documents or directed by the Contracting Officer.

1.3.12 Piezometer

1.3.12.1 Measurement

Piezometers will be paid for per each piezometer placed as shown on the

Plans.

1.3.12.2 Payment

Payment will be made for placing a piezometer as shown on the plans and indicated in these specifications at the Contract bid price for

"PIEZOMETER"; which payment will constitute full compensation for all work involved in placing the piezometer including equipment, materials, backfilling, permits and all other Work required for installing a piezometer as shown on the plans or as directed by the Contracting Officer.

1.3.13 Concrete Sidewalk

1.3.13.1 Measurement

Concrete Sidewalk will be measured for payment by the Square Foot placed to the lines and limits shown on the plans or as directed by the Contracting

1.3.13.2 Payment

Payment will be made for placing concrete at the Contract bid price for

"CONCRETE SIDEWALK"; which must include full compensation for all equipment, labor, materials, hauling, and incidentals necessary for formwork, placement, rebar, AB finishing, testing, and all other operations necessary to complete the work as shown or specified in the Contract documents, or as directed by the Contracting Officer.

1.3.14 Hot-Mix Asphalt(HMA)

1.3.14.1 Measurement

Hot-Mix Asphalt (HMA) will be measured for payment by the ton, to the nearest ton. Quantities for payment will be certified by individual truck weight tickets delivered to the Government 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.

1.3.14.2 Payment

Quantities of HMA as measured above, will be paid for at the Contract bid price for "HOT-MIX ASPHALT (HMA)". Payment must constitute full compensation for the construction and completion of the bituminous concrete pavement, including material, and furnishing all labor, equipment, testing, and the Contract documents, or as directed by the Contracting Officer.

Section 01 22 00 Page 9

Compensation will only be for the lines and grades shown on the plans unless otherwise approved by the Contracting Officer. Compensation will only be for the lines and grades shown on the plans unless otherwise approved by the

1.3.15 Cold Plane Asphalt

1.3.15.1 Measurement

Cold plane asphalt will be measured for payment by the square foot placed to the lines and limits shown on the plans or as directed by the Contracting

1.3.15.2 Payment

Payment will be made for cold plane asphalt concrete at the Contract bid price for "COLD PLANE ASPHALT"; which includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in cold planing asphalt concrete surfacing and disposing of planed material, including constructing, maintaining, removing temporary HMA tapers if applicable, as shown or specified in the Contract

Documents or as directed by the Contracting Officer. Full compensation for removal of thermoplastic traffic stripe, painted traffic stripe, and pavement marking in areas of cold plane asphalt concrete is included in the contract price paid for cold plane asphalt concrete and no separate payment will be made therefore.

1.3.16 Class 2 Aggregate Base

1.3.16.1 Measurement

Class 2 aggregate base will be measured for payment by the ton, to the nearest ton. Quantities for payment will be certified by individual truck weight certificates delivered to the Government 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.

1.3.16.2 Payment

Class 2 aggregate base will be paid for at the Contract bid price for "CLASS

2 AGGREGATE BASE". Payment must 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 or specified in the Contract documents, or as directed by the Contracting Officer. Compensation will only be for the lines and grades shown on the plans unless otherwise approved by the

Contracting Officer. Compensation will only be for the lines and grades shown on the plans unless otherwise approved by the Contracting Officer.

Section 01 22 00 Page 10

1.3.17 Cross Gutter

1.3.17.1 Measurement

Cross gutter must be measured for payment by the linear foot to the nearest foot placed to the lines and limits shown on the plans or as directed by the

1.3.17.2 Payment

installation the cross gutter. All costs associated therewith must be included in the Contract bid price for "CROSS GUTTER"; which payment must constitute full compensation for all Work involved in installation of cross gutter as shown or specified in the Contract documents or directed by the

1.3.18 Concrete Curb

1.3.18.1 Measurement

Concrete curb must be measured for payment by the linear foot to the nearest foot placed to the lines and limits shown on the plans or as directed by the

1.3.18.2 Payment

installation the concrete curb. All costs associated therewith must be included in the Contract bid price for "CONCRETE CURB"; which payment must constitute full compensation for all Work involved in installation of pipeline as shown or specified in the Contract documents or directed by the

1.3.19 Pipe Gate (Type 1)

1.3.19.1 Measurement

Pipe gate (Type 1) must be measured for payment per each installed as shown or specified in the Contract documents and as directed by the Contracting

1.3.19.2 Payment

Payment for installing type 1 pipe gates will be made at the Contract bid price for "PIPE GATE (TYPE 1)"; which must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for installing pipe gates, including footings, as shown on the plans.

1.3.20 Pipe Gate (Type 2)

1.3.20.1 Measurement

Pipe gate (Type 2) must be measured for payment per each installed as shown or specified in the Contract documents and as directed by the Contracting

Section 01 22 00 Page 11

1.3.20.2 Payment

Payment for installing type 2 pipe gates will be made at the Contract bid price for "PIPE GATE (TYPE 2)"; which must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for installing pipe gates, including footings, as shown on the plans.

1.3.21 Pipe Gate (Double Leaf)

1.3.21.1 Measurement

Pipe gate (double leaf) must be measured for payment per each installed as shown or specified in the Contract documents and as directed by the

1.3.21.2 Payment

Payment for installing double leaf pipe gate will be made at the Contract bid price for "PIPE GATE (DOUBLE LEAF)"; which must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for installing double leaf pipe gate, including footings, as shown on the plans.

1.3.22 Slurry Seal

1.3.22.1 Measurement

Slurry seal asphalt will be measured for payment by the square foot placed to the lines and limits shown on the plans or as directed by the Contracting

1.3.22.2 Payment

Payment will be made for placing slurry seal at the Contract bid price for

"SLURRY SEAL"; which includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in slurry seal surfacing and disposing of excess material, including constructing, maintaining, as shown or specified in the Contract

Documents or as directed by the Contracting Officer. Full compensation for removal of parking stripe, and pavement marking as necessary in areas of slurry seal is included in the contract price paid for slurry seal and no separate payment will be made therefore.

1.3.23 Pavement Markings

1.3.23.1 Measurement

Pavement markings must be measured for payment by the square foot as shown in the Plans and Contract Documents.

1.3.23.2 Payment

Payment will be made for all costs associated with pavement and traffic markings at the Contract bid price for "PAVEMENT MARKINGS"; which payment

Section 01 22 00 Page 12 must constitute full compensation for all work involved in pavement markings including materials, equipment and labor.

1.3.24 Thermoplastic Traffic Stripe

1.3.24.1 Measurement

Thermoplastic traffic striping pavement marking must be measured for payment by the linear foot as shown in the Plans and Contract Documents.

1.3.24.2 Payment

Payment will be made for all costs associated with thermoplastic traffic striping at the Contract bid price for "THERMOPLASTIC TRAFFIC STRIPE"; which payment must constitute full compensation for all work involved including materials, equipment and labor.

1.3.25 Furnish and Install Roadside Sign

1.3.25.1 Measurement

Furnish and install roadside sign will be paid for per each new roadside sign placed as shown on the Plans.

1.3.25.2 Payment

Payment will be made for furnishing and placing a roadside sign as shown on the plans and indicated in these specifications at the Contract bid price for "FURNISH AND INSTALL ROADSIDE SIGN"; which payment will constitute full compensation for all work involved in placing the sign including equipment, materials, footing, backfilling, grading, and all other Work required for installing a roadside sign as shown on the plans or as directed by the

1.3.26 Remove and Replace Roadside Sign

1.3.26.1 Measurement

Remove and replace roadside sign will be paid for per each existing roadside sign removed, stored, and placed as shown on the Plans.

1.3.26.2 Payment

Payment will be made for removing, storing, and placing the existing roadside sign as shown on the plans and indicated in these specifications at the Contract bid price for "REMOVE AND REPLACE ROADSIDE SIGN"; which payment will constitute full compensation for all work involved in removing the sign

(including footing), storing the sign, and placing the sign including equipment, materials, footing, backfilling, grading, and all other Work required for removing and replacing an existing roadside sign as shown on the plans or as directed by the Contracting Officer.

Section 01 22 00 Page 13

1.3.27 Furnish and Install Street Light

1.3.27.1 Measurement

Street light will be paid for per each street light furnished, stored, and placed as shown on the Plans.

1.3.27.2 Payment

Payment will be made for furnishing and installing street light as shown on the plans and indicated in these specifications at the Contract bid price for "FURNISH AND INSTALL STREET LIGHT"; which payment will constitute full compensation for furnishing and placing the light including equipment, materials, footing, backfilling, grading, and all other Work required for installing street light as shown on the plans or as directed by the

1.3.28 Post and Cable Fencing

1.3.28.1 Measurement

Post and cable fencing and related Work must be measured by the linear foot installed as shown or specified in the Contract documents and as directed by the Contracting Officer.

1.3.28.2 Payment

Payment will be made for post and cable fencing as shown or specified in the

Contract documents, and as directed by the Contracting Officer at the

Contract bid price for "POST AND CABLE FENCING". Payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for installing and maintaining project fencing for the duration of the project and for the removal and disposal of project fencing.

1.3.29 Access Control Barrier

1.3.29.1 Measurement

Access control barrier and related Work must be measured by the linear foot

1.3.29.2 Payment

Payment will be made for placing access control barrier (Class 1X RSP per

Caltrans Standard specifications, Section 31 09 13) as shown or specified in the Contract documents, and as directed by the Contracting Officer at the

Contract bid price for "ACCESS CONTROL BARRIER". Payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for installing and maintaining access control barrier for the duration of the project.

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1.3.30 Truncated Domes

1.3.30.1 Measurement

Truncated domes will be paid for per each truncated dome furnished, stored, and placed as shown on the Plans.

1.3.30.2 Payment

Payment will be made for furnishing and installing truncated domes as shown on the plans and indicated in these specifications at the Contract bid price for "TRUNCATED DOMES"; which payment will constitute full compensation for furnishing and placing the truncated domes including equipment, materials, footing, backfilling, grading, and all other Work required for installing truncated domes as shown on the plans or as directed by the Contracting

1.3.31 Sidewalk Barricade

1.3.31.1 Measurement

Sidewalk barricade and related Work must be measured by the linear foot

1.3.31.2 Payment

Payment will be made for placing sidewalk barricade as shown or specified in the Contract documents, and as directed by the Contracting Officer at the

Contract bid price for "SIDEWALK BARRICADE". Payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for installing and maintaining sidewalk barricade for the duration of the project.

1.3.32 HMA Dike

1.3.32.1 Measurement

HMA dike and related Work must be measured by the linear foot installed as shown or specified in the Contract documents and as directed by the

1.3.32.2 Payment

Payment will be made for placing HMA dike as shown or specified in the

Contract documents, and as directed by the Contracting Officer at the

Contract bid price for " HMA DIKE". Payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for installing and maintaining HMA dike for the duration of the project.

Section 01 22 00 Page 15

1.3.303 Erosion Control Seeding

1.3.303.1 Measurement

Erosion control seeding as shown or specified in the Contract documents, and as directed by the Contracting Officer, must be measured by the acre, to the tenth of an acre 0.1, using horizontal area surveys.

1.3.303.2 Payment

Erosion control seeding as shown or specified in the Contract documents, and as directed by the Contracting Officer, will be paid for at the Contract bid price for "EROSION CONTROL SEEDING"; which must include installation, water, supplies, labor, equipment and material, and performing all operations to establish erosion control seeding. Erosion control measures that are required to be repeated due to the Contractor's negligence, carelessness, neglect, failure to install or maintain permanent erosion control seeding properly, must be performed by the Contractor at no expense to the

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 15 days after the date of Notice to

Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single JOB pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting

Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contract.

3.2 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.

3.2.1 Required Procedure

a. Contractor must submit supporting documentation (such as surveys, weight tickets for tonnage items, and test results) with the submission of the draft schedule update at least 2 working days prior to the schedule update meeting.

b. The Contractor must print a copy of the Contractor's Pay Request

Worksheet from RMS to record the mutually agreed upon quantities and percentages. This form must be signed and dated by the Government

Representative and the Contractor. The Government representative will meet with the Contractor to determine if the preliminary pay request and previously turned in corresponding back-up is acceptable. The QA

Representative must enter the approved percentages or quantities on the preliminary pay request worksheet, ensuring that consideration has been

Section 01 22 00 Page 16 made to all Contractor action items that have not been completed or corrected. Both parties will sign and date the last page. NOTE:

Contractor earnings must not be projected.

c. Contractor must submit the formal pay request package to the Resident

Office electronically through RMS, incorporating any changes made on the preliminary pay request on or before the 10th of the month. This includes providing all supporting information and files in the RMS pay request document package. The Prompt Payment Certificate must be sent to the Resident Office correspondence by the 10th of the month.

d. Contractor must review the current updated as-built drawings in PDF with a representative of the Resident Engineer prior to invoice being sent. An initial review is to be performed on redlines in PDF format.

3.2.2 Required Documents

Pay request packages from Contractors must include the following documents in RMS:

a. Prompt Payment Certification and Requested Earnings electronically signed.

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

c. Required documentation includes surveys (PDF and CAD), cross-sections, QC test results, and weight tickets.

d. Updated approved schedule (NAS with narrative report).

e. Safety Exposure Report (additional file not required, will be verified in RMS).

f. Current Submittal Register (additional file not required, will be verified in RMS).

g. Current QC Test Log (electronic copy provided in document package and all tests entered in RMS).

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

If the progress payment request is missing any of the above items or imports into RMS, the Resident Office will notify the Contractor within 7 days and suspend the processing of the progress payment by returning it for corrections. The invoice will not be considered accepted until a complete pay request package has been received. Upon receipt of an acceptable invoice, the invoice received date is marked in RMS. 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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