Supporting document Amendment 0002 01 22 00.00 10.pdf

FEDERAL MRLS L-500 LEVEE UNIT W912DQ20B1034

DONIPHAN COUNTY, KANSAS

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 CLIN 1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 CLIN 2 Levee Repair

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 CLIN 3 Seeding

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 CLIN 4 Structure station 204+00

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Option CLIN 11 K7 Road Demolition and Reconstruction

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 CLIN 5 Compacted Fill of Breach at Station 7+00 to 11+00

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 CLIN 6 Un-compacted Pervious Fill of Breach at Station 204+00 to 207+00

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 CLIN 7 Compacted Fill of Breach at Station 204+00 to 207+00

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 CLIN 8 New Channel Excavation

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 CLIN 9 Un-compacted Fill of landside toe scour on berm Station

114+00 to 138+00

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 CLIN 10 Compacted Fill of Overtopping Erosion for Remaining

Levee

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

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PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

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SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

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

1.1.1 CLIN 1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 CLIN 2 Levee Repair

1.1.2.1 Payment

Payment will be made for all labor, equipment, materials and oversight necessary for reconstruction of the levee system as detailed in the plans and specification, which are not otherwise specifically mentioned in other payment items. This includes but is not limited to;

Clearing, grubbing and excavation in preparation of fill placement in areas to receive fill.

Excavation/benching, placement and recompaction of over excavated material in areas of scour.

Excavation, demoliton , removal and disposal of old drainage structure.

Removal of debris and aggregate on levee slopes.

Placement of aggregate surface.

Riprap.

Pump station discharge steel piping over levee.

New berm construction at station 89+00 to 90+50.

1.1.2.2 Unit of Measure

Unit of measure: job.

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1.1.3 CLIN 3 Seeding

1.1.3.1 Payment

Payment will be made for all labor, equipment, materials and oversight necessary for all work defined in specification 32 92 19.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 CLIN 4 Structure station 204+00

1.1.4.1 Payment

Payment will be made for all labor, equipment, materials, and oversight necessary for;

Excavation and backfill of structure only Installation of reinforced concrete pipe Cast in place concrete structure Sluice Gates Demolition and disposal of the old structure

1.1.4.2 Unit of Measure

Unit of measure: job.

1.1.5 Option CLIN 511 K7 Road Demolition and Reconstruction

1.1.5.1 Payment

Payment will be made for all labor, equipment, materials, and oversight necessary for; demolition of K7 pavement, placement of fill, and re-construction of the highway pavement as required by the project plans CS305, CS505 and specifications.

1.1.5.2 Unit of Measure

Unit of measure: job.

1.2 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 constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 CLIN 65 Compacted Fill of Breach at Station 7+00 to 11+00

1.2.1.1 Payment

Payment will be made for all labor, equipment, materials, and oversight necessary for; excavation of borrow, hauling, placement of fill, compaction, and testing for breach repair between stations 7+00 and 11+00.

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1.2.1.2 Measurement

The total quantity of fill for which payment will be made will be the theoretical quantity between the ground surface as determined by a pre work survey of areas to receive fill and the grade and slope of the theoretical cross sections indicated on the plans and confirmed by As-Built Survey. No allowance will be made for clearing and grubbing, overdepth excavation for preparation of areas to receive fill, or for areas overbuilt beyond the limits identified on the plans.

1.2.1.3 Unit of Measure

Unit of measure: cubic yard.

1.2.2 CLIN 76 Un-compacted Pervious Fill of Breach at Station 204+00 to 207+00

1.2.2.1 Payment

Payment will be made for all labor, equipment, materials, and oversight necessary for; excavation, hauling, and placement of fill material.

1.2.2.2 Measurement

The total quantity of fill for which payment will be made will be the theoretical quantity between the ground surface as determined by a pre work survey of areas to receive fill and the top of pervious fill elevation indicated on the plans and confirmed by As-Built Survey. No allowance will be made for clearing and grubbing, overdepth excavation for preparation of areas to receive fill, or for areas overbuilt beyond the limits identified on the plans.

1.2.2.3 Unit of Measure

Unit of measure: cubic yards

1.2.3 CLIN 87 Compacted Fill of Breach at Station 204+00 to 207+00

1.2.3.1 Payment

Payment will be made for all labor, equipment, materials, and oversight necessary for; excavation of borrow, hauling, placement of fill, compaction and testing for breach repair between stations 7204+00 and 11207+00.

1.2.3.2 Measurement

The total quantity of fill for which payment will be made will be the theoretical quantity between the ground surface as determined by a pre work survey of areas to receive fill and the grade and slope of the theoretical cross sections indicated on the plans and confirmed by As-Built Survey. No allowance will be made for clearing and grubbing, overdepth excavation for preparation of areas to receive fill, or for areas overbuilt beyond the limits identified on the plans.

1.2.3.3 Unit of Measure

Unit of measure: cubic yards.

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1.2.4 CLIN 98 New Channel Excavation, Placement, Compaction

1.2.4.1 Payment

Payment will be made for all labor, equipment, materials, and oversight necessary for; excavation of the new channel, hauling, placement of excavated material as levee fill, compaction and testing for breach repair between stations 204+00 and 207+00. This pay item does NOT include excavation and backfill of the structure itself, only the bank volume of channel outside the limits of the levee cross section that will be available as fill.

1.2.4.2 Measurement

The total quantity of fillexcavation for which payment will be made will be the theoretical quantity between the ground surface as determined by a pre work survey of areas and the grade and slope of the theoretical cross sections indicated on the plans and confirmed by As-Built Survey. No allowance will be made for clearing and grubbing, overdepth excavation for preparation of areas to receive fill, or for areas overbuilt beyond the limits identified on the plans.

1.2.4.3 Unit of Measure

Unit of measure: cubic yard.

1.2.5 CLIN 109 Un-compacted Fill for Berm at of landside toe scour on berm Station 114+00 to 138+00

1.2.5.1 Payment

Payment will be made for all labor, equipment, materials, and oversight necessary for; excavation of borrow, hauling, placement of fill for berm repair between stations 114+00 and 138+00.

1.2.5.2 Measurement

The total quantity of fill for which payment will be made will be the theoretical quantity between the ground surface as determined by a pre work survey of areas to receive fill and the grade and slope of the theoretical cross sections indicated on the plans and confirmed by As-Built Survey. No allowance will be made for clearing and grubbing, overdepth excavation for preparation of areas to receive fill, or for areas overbuilt beyond the limits identified on the plans.

1.2.5.3 Unit of Measure

Unit of measure: cubic yard.

1.2.6 CLIN 110 Compacted Fill of Overtopping Erosion for Remaining Levee

1.2.6.1 Payment

Payment will be made for all labor, equipment, materials, and oversight necessary for; excavation of borrow, hauling, placement of fill, compaction and testing for overtopping erosion repair at all other levee stations not covered in other CLINS.

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1.2.6.2 Measurement

The total quantity of fill for which payment will be made will be the theoretical quantity between the ground surface as determined by a pre work survey of areas to receive fill and the grade and slope of the theoretical cross sections indicated on the plans and confirmed by As-Built Survey. No allowance will be made for clearing and grubbing, overdepth excavation for preparation of areas to receive fill, or for areas overbuilt beyond the limits identified on the plans.

1.2.6.3 Unit of Measure

Unit of measure: cubic yard.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

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