W912P520R0004_TSpecs_Amendment 0001.pdf

Downstream Monoliths Kentucky Lock W912P520R0004 Amendment 1 Grand Rivers, KY

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PAYMENT ITEMS

1.3.1 Base

1.3.1.1 Mobilization and Demobilization - Batch Plant (Contract

Clause 252.236-7004)

1.3.1.1.1 Payment

1.3.1.1.2 Unit of Measurement

1.3.1.2 Mobilization and Demobilization - Conveyor (Contract

Clause 252.236-7004)

1.3.1.2.1 Payment

1.3.1.2.2 Unit of Measurement

1.3.1.3 Mobilization and Demobilization- QA Testing Lab and Rock

Core Storage Building (Contract Clause 252.236-7004)

1.3.1.3.1 Payment

1.3.1.3.2 Unit of Measurement

1.3.1.4 Mobilization and Demobilization - General

1.3.1.4.1 Payment

1.3.1.4.2 Unit of Measurement

1.3.1.5 Premiums for Performance and Payment Bonds

1.3.1.5.1 Payment

1.3.1.5.2 Unit of Measurement

1.3.1.6 Maintenance and Protection of Traffic

1.3.1.6.1 Payment

1.3.1.6.2 Unit of Measurement

1.3.1.7 Maintain Testing Lab and COE Field Offices (Section 01 50

00)

1.3.1.7.1 Payment

1.3.1.7.2 Measurement

1.3.1.7.3 Unit of Measurement

1.3.1.8 Diversion and Care of Water

1.3.1.8.1 Payment

1.3.1.8.2 Measurement

1.3.1.8.3 Unit of Measurement

1.3.1.9 Data Management

1.3.1.9.1 Payment

1.3.1.9.2 Measurement

1.3.1.9.3 Unit of Measurement

1.3.1.10 LiDAR and Orthoimagery Collection - Geologic Foundations

1.3.1.10.1 Payment

1.3.1.10.2 Unit of Measurement

1.3.1.11 LiDAR and Orthoimagery Collection - Lock Chamber

1.3.1.11.1 Payment

1.3.1.11.2 Unit of Measurement

SECTION 01 22 00 Page 1

1.3.1.12 Advanced Modeling Package (BIM)

1.3.1.12.1 Payment

1.3.1.12.2 Unit of Measurement

1.3.1.13 Core Drilling in Rock (HQ)

1.3.1.13.1 Payment

1.3.1.13.2 Measurement

1.3.1.13.3 Unit of Measurement

1.3.1.14 Drilling in Soil

1.3.1.14.1 Payment

1.3.1.14.2 Measurement

1.3.1.14.3 Unit of Measurement

1.3.1.15 Optical Televiewer Logging

1.3.1.15.1 Payment

1.3.1.15.2 Measurement

1.3.1.15.3 Unit of Measurement

1.3.1.16 Soil Index Testing

1.3.1.16.1 Payment

1.3.1.16.2 Measurement

1.3.1.16.3 Unit of Measurement

1.3.1.17 Unconfined Compression Test

1.3.1.17.1 Payment

1.3.1.17.2 Measurement

1.3.1.17.3 Unit of Measurement

1.3.1.18 CU Triaxial Test

1.3.1.18.1 Payment

1.3.1.18.2 Measurement

1.3.1.18.3 Unit of Measurement

1.3.1.19 Waterstop

1.3.1.19.1 Payment

1.3.1.19.2 Unit of Measurement

1.3.1.20 Reinforcing Steel - Material

1.3.1.20.1 Payment

1.3.1.20.2 Measurement

1.3.1.20.3 Unit of Measurement

1.3.1.21 Place Rebar for Monoliths, Structural, Mass, Second

Stage, and Miscellaneous Concretes

1.3.1.21.1 Payment

1.3.1.21.2 Measurement

1.3.1.21.3 Unit of Measurement

1.3.1.22 Cement, Type II (MH), Low Alkali

1.3.1.22.1 Payment

1.3.1.22.2 Measurement

1.3.1.22.3 Unit of Measurement

1.3.1.23 Class F Fly Ash

1.3.1.23.1 Payment

1.3.1.23.2 Measurement

1.3.1.23.3 Unit of Measurement

1.3.1.24 Structural Concrete (Four (4) ksi)

1.3.1.24.1 Payment

1.3.1.24.2 Measurement

1.3.1.24.3 Unit of Measurement

1.3.1.25 Mass Concrete (Three (3) ksi)

1.3.1.25.1 Payment

1.3.1.25.2 Measurement

1.3.1.25.3 Unit of Measurement

1.3.1.26 Second Stage and Miscellaneous Concrete (four (4)ksi)

1.3.1.26.1 Payment

1.3.1.26.2 Measurement

1.3.1.26.3 Unit of Measurement

SECTION 01 22 00 Page 2

1.3.1.27 Congested Second Stage / Repair Concrete (four (4) ksi)

1.3.1.27.1 Payment

1.3.1.27.2 Measurement

1.3.1.27.3 Unit of Measurement

1.3.1.28 Mud Mat Concrete (Four (4) ksi)

1.3.1.28.1 Payment

1.3.1.28.2 Measurement

1.3.1.28.3 Unit of Measurement

1.3.1.29 Miscellaneous Metal (10" Discharge Ports)

1.3.1.29.1 Payment

1.3.1.29.2 Unit of Measurement

1.3.1.30 Wall Armor

1.3.1.30.1 Payment

1.3.1.30.2 Unit of Measurement

1.3.1.31 Culvert Liners

1.3.1.31.1 Payment

1.3.1.31.2 Unit of Measurement

1.3.1.32 Miscellaneous Metal (Check Post, Ladder, Line Hook)

1.3.1.32.1 Payment

1.3.1.32.2 Unit of Measurement

1.3.1.33 Instrumentation Program

1.3.1.33.1 Payment

1.3.1.33.2 Measurement

1.3.1.33.3 Unit of Measurement

1.3.1.34 Embedded Piping

1.3.1.34.1 Payment

1.3.1.34.2 Measurement

1.3.1.34.3 Unit of Measurement

1.3.1.35 Embedded Electrical Conduits

1.3.1.35.1 Payment

1.3.1.35.2 Measurement

1.3.1.35.3 Unit of Measurement

1.3.1.36 Grounding and Bonding for Electrical System

1.3.1.36.1 Payment

1.3.1.36.2 Measurement

1.3.1.36.3 Unit of Measurement

1.3.1.37 Cathodic Protection

1.3.1.37.1 Payment

1.3.1.37.2 Unit of Measurement

1.3.1.38 High Mast Lights

1.3.1.38.1 Payment

1.3.1.38.2 Unit of Measurement

1.3.1.39 Dental Excavation

1.3.1.39.1 Payment

1.3.1.39.2 Measurement

1.3.1.39.3 Unit of Measurement

1.3.1.40 Dental Concrete

1.3.1.40.1 Payment

1.3.1.40.2 Measurement

1.3.1.40.3 Unit of Measurement

1.3.1.41 Rock Excavation

1.3.1.41.1 Payment

1.3.1.41.2 Measurement

1.3.1.41.3 Unit of Measurement

1.3.1.42 Overburden Excavation

1.3.1.42.1 Payment

1.3.1.42.2 Measurement

1.3.1.42.3 Unit of Measurement

1.3.1.43 Pre-Splitting

SECTION 01 22 00 Page 3

1.3.1.43.1 Payment

1.3.1.43.2 Measurement

1.3.1.43.3 Unit of Measurement

1.3.1.44 Line Drilling

1.3.1.44.1 Payment

1.3.1.44.2 Measurement

1.3.1.44.3 Unit of Measurement

1.3.1.45 Preliminary Cleanups

1.3.1.45.1 Payment

1.3.1.45.2 Measurement

1.3.1.45.3 Unit of Measurement

1.3.1.46 Foundation Preparation and Final Clean Up

1.3.1.46.1 Payment

1.3.1.46.2 Measurement

1.3.1.46.3 Unit of Measurement

1.3.1.47 60 Inch Drilled Shaft

1.3.1.47.1 Payment

1.3.1.47.2 Measurement

1.3.1.47.3 Unit of Measurement

1.3.1.48 Fabricate Miter Gates Embedded Metals

1.3.1.48.1 Payment

1.3.1.48.2 Unit of Measurement

1.3.1.49 Fabricate Miter Gates

1.3.1.49.1 Payment

1.3.1.49.2 Unit of Measurement

1.3.1.50 Caisson Embedded Metals and Fillers (US)

1.3.1.50.1 Payment

1.3.1.50.2 Unit of Measurement

1.3.1.51 Culvert Bulkhead Slot Embedded Metals (US)

1.3.1.51.1 Payment

1.3.1.51.2 Unit of Measurement

1.3.1.52 Trunnion Anchors and Embedded Metals

1.3.1.52.1 Payment

1.3.1.52.2 Unit of Measurement

1.3.1.53 Floating Mooring Bitt Tracks and Embedded Metals

1.3.1.53.1 Payment

1.3.1.53.2 Measurement

1.3.1.53.3 Unit of Measurement

1.3.1.54 Caisson Embedded Metals and Fillers (DS)

1.3.1.54.1 Payment

1.3.1.54.2 Unit of Measurement

1.3.1.55 Culvert Bulkhead Slot Embedded Metals (DS)

1.3.1.55.1 Payment

1.3.1.55.2 Unit of Measurement

1.3.2 Option 1

1.3.2.1 Mobilization and Demobilization - General

1.3.2.1.1 Payment

1.3.2.1.2 Unit of Measurement

1.3.2.2 Premiums for Performance and Payment Bonds

1.3.2.2.1 Payment

1.3.2.2.2 Unit of Measurement

1.3.2.3 Waterstop

1.3.2.3.1 Payment

1.3.2.3.2 Unit of Measurement

1.3.2.4 Reinforcing Steel - Material

1.3.2.4.1 Payment

1.3.2.4.2 Measurement

1.3.2.4.3 Unit of Measurement

1.3.2.5 Place Rebar for Monoliths, Structural, Mass, Second Stage, SECTION 01 22 00 Page 4 and Miscellaneous Concretes

1.3.2.5.1 Payment

1.3.2.5.2 Measurement

1.3.2.5.3 Unit of Measurement

1.3.2.6 Cement, Type II (MH), Low Alkali

1.3.2.6.1 Payment

1.3.2.6.2 Measurement

1.3.2.6.3 Unit of Measurement

1.3.2.7 Class F Fly Ash

1.3.2.7.1 Payment

1.3.2.7.2 Measurement

1.3.2.7.3 Unit of Measurement

1.3.2.8 Structural Concrete (Four (4) ksi)

1.3.2.8.1 Payment

1.3.2.8.2 Measurement

1.3.2.8.3 Unit of Measurement

1.3.2.9 Mass Concrete (Three (3) ksi)

1.3.2.9.1 Payment

1.3.2.9.2 Measurement

1.3.2.9.3 Unit of Measurement

1.3.2.10 Second Stage and Miscellaneous Concrete (four (4)ksi)

1.3.2.10.1 Payment

1.3.2.10.2 Measurement

1.3.2.10.3 Unit of Measurement

1.3.2.11 Congested Second Stage / Repair Concrete (four (4) ksi)

1.3.2.11.1 Payment

1.3.2.11.2 Measurement

1.3.2.11.3 Unit of Measurement

1.3.3 Option 2

1.3.3.1 Mobilization and Demobilization

1.3.3.1.1 Payment

1.3.3.1.2 Unit of Measurement

1.3.3.2 Premiums for Performance and Payment Bonds

1.3.3.2.1 Payment

1.3.3.2.2 Unit of Measurement

1.3.3.3 Waterstop

1.3.3.3.1 Payment

1.3.3.3.2 Unit of Measurement

1.3.3.4 Reinforcing Steel - Material

1.3.3.4.1 Payment

1.3.3.4.2 Measurement

1.3.3.4.3 Unit of Measurement

1.3.3.5 Place Rebar for Monoliths, Structural, Mass, Second Stage, and Miscellaneous Concretes

1.3.3.5.1 Payment

1.3.3.5.2 Measurement

1.3.3.5.3 Unit of Measurement

1.3.3.6 Cement, Type II (MH), Low Alkali

1.3.3.6.1 Payment

1.3.3.6.2 Measurement

1.3.3.6.3 Unit of Measurement

1.3.3.7 Class F Fly Ash

1.3.3.7.1 Payment

1.3.3.7.2 Measurement

1.3.3.7.3 Unit of Measurement

1.3.3.8 Structural Concrete (Four (4) ksi)

1.3.3.8.1 Payment

1.3.3.8.2 Measurement

1.3.3.8.3 Unit of Measurement

SECTION 01 22 00 Page 5

1.3.3.9 Mass Concrete (Three (3) ksi)

1.3.3.9.1 Payment

1.3.3.9.2 Measurement

1.3.3.9.3 Unit of Measurement

1.3.3.10 Second Stage and Miscellaneous Concrete (four (4)ksi)

1.3.3.10.1 Payment

1.3.3.10.2 Measurement

1.3.3.10.3 Unit of Measurement

1.3.3.11 Congested Second Stage / Repair Concrete (four (4) ksi)

1.3.3.11.1 Payment

1.3.3.11.2 Measurement

1.3.3.11.3 Unit of Measurement

1.3.4 Option 3

1.3.4.1 Mobilization and Demobilization

1.3.4.1.1 Payment

1.3.4.1.2 Unit of Measurement

1.3.4.2 Premiums for Performance and Payment Bonds

1.3.4.2.1 Payment

1.3.4.2.2 Unit of Measurement

1.3.4.3 Waterstop

1.3.4.3.1 Payment

1.3.4.3.2 Unit of Measurement

1.3.4.4 Reinforcing Steel - Material

1.3.4.4.1 Payment

1.3.4.4.2 Measurement

1.3.4.4.3 Unit of Measurement

1.3.4.5 Place Rebar for Monoliths, Structural, Mass, Second Stage, and Miscellaneous Concretes

1.3.4.5.1 Payment

1.3.4.5.2 Measurement

1.3.4.5.3 Unit of Measurement

1.3.4.6 Cement, Type II (MH), Low Alkali

1.3.4.6.1 Payment

1.3.4.6.2 Measurement

1.3.4.6.3 Unit of Measurement

1.3.4.7 Class F Fly Ash

1.3.4.7.1 Payment

1.3.4.7.2 Measurement

1.3.4.7.3 Unit of Measurement

1.3.4.8 Structural Concrete (Four (4) ksi)

1.3.4.8.1 Payment

1.3.4.8.2 Measurement

1.3.4.8.3 Unit of Measurement

1.3.4.9 Mass Concrete (Three (3) ksi)

1.3.4.9.1 Payment

1.3.4.9.2 Measurement

1.3.4.9.3 Unit of Measurement

1.3.4.10 Second Stage and Miscellaneous Concrete (four (4)ksi)

1.3.4.10.1 Payment

1.3.4.10.2 Measurement

1.3.4.10.3 Unit of Measurement

1.3.4.11 Congested Second Stage / Repair Concrete (four (4) ksi)

1.3.4.11.1 Payment

1.3.4.11.2 Measurement

1.3.4.11.3 Unit of Measurement

1.3.4.12 Install Miter Gates Embedded Metals

1.3.4.12.1 Payment

1.3.4.12.2 Unit of Measurement

1.3.4.13 Install Miter Gates

SECTION 01 22 00 Page 6

1.3.4.13.1 Payment

1.3.4.13.2 Unit of Measurement

1.3.5 Option 4

1.3.5.1 Mobilization and Demobilization

1.3.5.1.1 Payment

1.3.5.1.2 Unit of Measurement

1.3.5.2 Premiums for Performance and Payment Bonds

1.3.5.2.1 Payment

1.3.5.2.2 Unit of Measurement

1.3.5.3 Waterstop

1.3.5.3.1 Payment

1.3.5.3.2 Unit of Measurement

1.3.5.4 Reinforcing Steel - Material

1.3.5.4.1 Payment

1.3.5.4.2 Measurement

1.3.5.4.3 Unit of Measurement

1.3.5.5 Place Rebar for Monoliths, Structural, Mass, Second Stage, and Miscellaneous Concretes

1.3.5.5.1 Payment

1.3.5.5.2 Measurement

1.3.5.5.3 Unit of Measurement

1.3.5.6 Cement, Type II (MH), Low Alkali

1.3.5.6.1 Payment

1.3.5.6.2 Measurement

1.3.5.6.3 Unit of Measurement

1.3.5.7 Class F Fly Ash

1.3.5.7.1 Payment

1.3.5.7.2 Measurement

1.3.5.7.3 Unit of Measurement

1.3.5.8 Structural Concrete (Four (4) ksi)

1.3.5.8.1 Payment

1.3.5.8.2 Measurement

1.3.5.8.3 Unit of Measurement

1.3.5.9 Mass Concrete (Three (3) ksi)

1.3.5.9.1 Payment

1.3.5.9.2 Measurement

1.3.5.9.3 Unit of Measurement

1.3.5.10 Second Stage and Miscellaneous Concrete (four (4)ksi)

1.3.5.10.1 Payment

1.3.5.10.2 Measurement

1.3.5.10.3 Unit of Measurement

1.3.5.11 Congested Second Stage / Repair Concrete (four (4) ksi)

1.3.5.11.1 Payment

1.3.5.11.2 Measurement

1.3.5.11.3 Unit of Measurement

1.3.6 Option 5

1.3.6.1 Mobilization and Demobilization

1.3.6.1.1 Payment

1.3.6.1.2 Unit of Measurement

1.3.6.2 Premiums for Performance and Payment Bonds

1.3.6.2.1 Payment

1.3.6.2.2 Unit of Measurement

1.3.6.3 Waterstop

1.3.6.3.1 Payment

1.3.6.3.2 Unit of Measurement

1.3.6.4 Reinforcing Steel - Material

1.3.6.4.1 Payment

1.3.6.4.2 Measurement

1.3.6.4.3 Unit of Measurement

SECTION 01 22 00 Page 7

1.3.6.5 Place Rebar for Monoliths, Structural, Mass, Second Stage, and Miscellaneous Concretes

1.3.6.5.1 Payment

1.3.6.5.2 Measurement

1.3.6.5.3 Unit of Measurement

1.3.6.6 Cement, Type II (MH), Low Alkali

1.3.6.6.1 Payment

1.3.6.6.2 Measurement

1.3.6.6.3 Unit of Measurement

1.3.6.7 Class F Fly Ash

1.3.6.7.1 Payment

1.3.6.7.2 Measurement

1.3.6.7.3 Unit of Measurement

1.3.6.8 Structural Concrete (Four (4) ksi)

1.3.6.8.1 Payment

1.3.6.8.2 Measurement

1.3.6.8.3 Unit of Measurement

1.3.6.9 Mass Concrete (Three (3) ksi)

1.3.6.9.1 Payment

1.3.6.9.2 Measurement

1.3.6.9.3 Unit of Measurement

1.3.6.10 Second Stage and Miscellaneous Concrete (four (4)ksi)

1.3.6.10.1 Payment

1.3.6.10.2 Measurement

1.3.6.10.3 Unit of Measurement

1.3.6.11 Congested Second Stage / Repair Concrete (four (4) ksi)

1.3.6.11.1 Payment

1.3.6.11.2 Measurement

1.3.6.11.3 Unit of Measurement

1.3.7 Option 6

1.3.7.1 Mobilization and Demobilization

1.3.7.1.1 Payment

1.3.7.1.2 Unit of Measurement

1.3.7.2 Premiums for Performance and Payment Bonds

1.3.7.2.1 Payment

1.3.7.2.2 Unit of Measurement

1.3.7.3 Drill Grout Holes in Rock

1.3.7.3.1 Payment

1.3.7.3.2 Measurement

1.3.7.3.3 Unit of Measurement

1.3.7.4 Pressure Washing (Hydraulic)

1.3.7.4.1 Payment

1.3.7.4.2 Measurement

1.3.7.4.3 Unit of Measurement

1.3.7.5 Pressure Testing (Hydraulic)

1.3.7.5.1 Payment

1.3.7.5.2 Measurement

1.3.7.5.3 Unit of Measurement

1.3.7.6 Portland Cement in Grout

1.3.7.6.1 Payment

1.3.7.6.2 Measurement

1.3.7.6.3 Unit of Measurement

1.3.7.7 Grouting Connections

1.3.7.7.1 Payment

1.3.7.7.2 Measurement

1.3.7.7.3 Unit of Measurement

1.3.7.8 Placing Grout

1.3.7.8.1 Payment

1.3.7.8.2 Measurement

SECTION 01 22 00 Page 8

1.3.7.8.3 Unit of Measurement

1.3.7.9 Government Requested Standby - Grouting

1.3.7.9.1 Payment

1.3.7.9.2 Measurement

1.3.7.9.3 Unit of Measurement

1.3.7.10 Re-Drill Grout Holes in Rock

1.3.7.10.1 Payment

1.3.7.10.2 Measurement

1.3.7.10.3 Unit of Measurement

1.3.7.11 Lock Soil Backfill - Tuscaloosa Material (Section 31 00

00)

1.3.7.11.1 Payment

1.3.7.11.2 Measurement

1.3.7.11.3 Unit of Measurement

1.3.7.12 Lock Rock Backfill - 8-inch Minus Material (Section 31 00

00)

1.3.7.12.1 Payment

1.3.7.12.2 Measurement

1.3.7.12.3 Unit of Measurement

1.3.7.13 Nonwoven Geotextile Fabric (Section 31 05 19.13)

1.3.7.13.1 Payment

1.3.7.13.2 Measurement

1.3.7.13.3 Unit of Measure

1.3.7.14 12-inch Perforated Corrugated Metal Pipe (Section 33 40

00)

1.3.7.14.1 Payment

1.3.7.14.2 Measurement

1.3.7.14.3 Unit of Measure

1.3.7.15 Bedding Material - Natural Sand (Section 35 31 19)

1.3.7.15.1 Payment

1.3.7.15.2 Measurement

1.3.7.15.3 Unit of Measure

1.3.7.16 Bedding Material - No. 57 Stone (Section 35 31 19)

1.3.7.16.1 Payment

1.3.7.16.2 Measurement

1.3.7.16.3 Unit of Measure

1.3.7.17 Bedding Material - 3/4-inch Graded Stone (Section 35 31

19)

1.3.7.17.1 Payment

1.3.7.17.2 Measurement

1.3.7.17.3 Unit of Measure

1.3.8 Option 7

1.3.8.1 Mobilization and Demobilization

1.3.8.1.1 Payment

1.3.8.1.2 Unit of Measurement

1.3.8.2 Premiums for Performance and Payment Bonds

1.3.8.2.1 Payment

1.3.8.2.2 Unit of Measurement

1.3.8.3 Core Drilling in Rock (PQ)

1.3.8.3.1 Payment

1.3.8.3.2 Measurement

1.3.8.3.3 Unit of Measurement

1.3.8.4 Drilling in Soil

1.3.8.4.1 Payment

1.3.8.4.2 Measurement

1.3.8.4.3 Unit of Measurement

1.3.8.5 Optical Televiewer Logging

1.3.8.5.1 Payment

1.3.8.5.2 Measurement

SECTION 01 22 00 Page 9

1.3.8.5.3 Unit of Measurement

1.3.8.6 Piezometer Installed

1.3.8.6.1 Payment

1.3.8.6.2 Measurement

1.3.8.6.3 Unit of Measurement

1.3.8.7 Waterstop

1.3.8.7.1 Payment

1.3.8.7.2 Unit of Measurement

1.3.8.8 Reinforcing Steel - Material

1.3.8.8.1 Payment

1.3.8.8.2 Measurement

1.3.8.8.3 Unit of Measurement

1.3.8.9 Place Rebar for Monoliths, Structural, Mass, Second Stage, and Miscellaneous Concretes

1.3.8.9.1 Payment

1.3.8.9.2 Measurement

1.3.8.9.3 Unit of Measurement

1.3.8.10 Cement, Type II (MH), Low Alkali

1.3.8.10.1 Payment

1.3.8.10.2 Measurement

1.3.8.10.3 Unit of Measurement

1.3.8.11 Class F Fly Ash

1.3.8.11.1 Payment

1.3.8.11.2 Measurement

1.3.8.11.3 Unit of Measurement

1.3.8.12 Structural Concrete (Four (4) ksi)

1.3.8.12.1 Payment

1.3.8.12.2 Measurement

1.3.8.12.3 Unit of Measurement

1.3.8.13 Mass Concrete (Three (3) ksi)

1.3.8.13.1 Payment

1.3.8.13.2 Measurement

1.3.8.13.3 Unit of Measurement

1.3.8.14 Second Stage and Miscellaneous Concrete (four (4)ksi)

1.3.8.14.1 Payment

1.3.8.14.2 Measurement

1.3.8.14.3 Unit of Measurement

1.3.8.15 Congested Second Stage / Repair Concrete (four (4) ksi)

1.3.8.15.1 Payment

1.3.8.15.2 Measurement

1.3.8.15.3 Unit of Measurement

1.3.8.16 Embedded Piping

1.3.8.16.1 Payment

1.3.8.16.2 Measurement

1.3.8.16.3 Unit of Measurement

1.3.8.17 Lock Soil Backfill - Tuscaloosa Material (Section 31 00

00)

1.3.8.17.1 Payment

1.3.8.17.2 Measurement

1.3.8.17.3 Unit of Measurement

1.3.8.18 Lock Rock Backfill - 8-inch Minus Material (Section 31 00

00)

1.3.8.18.1 Payment

1.3.8.18.2 Measurement

1.3.8.18.3 Unit of Measurement

1.3.8.19 Nonwoven Geotextile Fabric (Section 31 05 19.13)

1.3.8.19.1 Payment

1.3.8.19.2 Measurement

1.3.8.19.3 Unit of Measure

SECTION 01 22 00 Page 10

1.3.8.20 18" Class IV RCP

1.3.8.20.1 Payment

1.3.8.20.2 Measurement

1.3.8.20.3 Unit of Measure

1.3.8.21 24" Class IV RCP

1.3.8.21.1 Payment

1.3.8.21.2 Measurement

1.3.8.21.3 Unit of Measure

1.3.8.22 30" Class IV RCP

1.3.8.22.1 Payment

1.3.8.22.2 Measurement

1.3.8.22.3 Unit of Measure

1.3.8.23 36" Class IV RCP

1.3.8.23.1 Payment

1.3.8.23.2 Measurement

1.3.8.23.3 Unit of Measure

1.3.8.24 18" HDPE

1.3.8.24.1 Payment

1.3.8.24.2 Measurement

1.3.8.24.3 Unit of Measure

1.3.8.25 24" HDPE

1.3.8.25.1 Payment

1.3.8.25.2 Measurement

1.3.8.25.3 Unit of Measure

1.3.8.26 36" HDPE

1.3.8.26.1 Payment

1.3.8.26.2 Measurement

1.3.8.26.3 Unit of Measure

1.3.8.27 Drop Box Inlet (Type 1)

1.3.8.27.1 Payment

1.3.8.27.2 Measurement

1.3.8.27.3 Unit of Measure

1.3.8.28 Drop Box Inlet (Type 2)

1.3.8.28.1 Payment

1.3.8.28.2 Measurement

1.3.8.28.3 Unit of Measure

1.3.8.29 Manhole (Type A)

1.3.8.29.1 Payment

1.3.8.29.2 Measurement

1.3.8.29.3 Unit of Measure

1.3.8.30 Manhole (Type B)

1.3.8.30.1 Payment

1.3.8.30.2 Measurement

1.3.8.30.3 Unit of Measure

1.3.8.31 Sloped & Flared Box In/Out 18"

1.3.8.31.1 Payment

1.3.8.31.2 Measurement

1.3.8.31.3 Unit of Measure

1.3.8.32 Sloped & Flared Box In/Out 24"

1.3.8.32.1 Payment

1.3.8.32.2 Measurement

1.3.8.32.3 Unit of Measure

1.3.8.33 Sloped & Flared Box In/Out 36"

1.3.8.33.1 Payment

1.3.8.33.2 Measurement

1.3.8.33.3 Unit of Measure

1.3.8.34 KYTC Class II Channel Lining for 18-36" drainage pipe applications

1.3.8.34.1 Payment

SECTION 01 22 00 Page 11

1.3.8.34.2 Measurement

1.3.8.34.3 Unit of Measure

1.3.8.35 Crushed Stone Base

1.3.8.35.1 Payment

1.3.8.35.2 Measurement

1.3.8.35.3 Unit of Measure

1.3.8.36 Clearing Grubbing and Site Demolition

1.3.8.36.1 Payment

1.3.8.36.2 Measurement

1.3.8.36.3 Unit of Measure

1.3.8.37 Asphalt Sawcuts

1.3.8.37.1 Payment

1.3.8.37.2 Measurement

1.3.8.37.3 Unit of Measure

1.3.8.38 Seeding and Mulching

1.3.8.38.1 Payment

1.3.8.38.2 Measurement

1.3.8.38.3 Unit of Measure

1.3.8.39 12-inch Perforated Corrugated Metal Pipe (Section 33 40

00)

1.3.8.39.1 Payment

1.3.8.39.2 Measurement

1.3.8.39.3 Unit of Measure

1.3.8.40 Bedding Material - Natural Sand (Section 35 31 19)

1.3.8.40.1 Payment

1.3.8.40.2 Measurement

1.3.8.40.3 Unit of Measure

1.3.8.41 Bedding Material - No. 57 Stone (Section 35 31 19)

1.3.8.41.1 Payment

1.3.8.41.2 Measurement

1.3.8.41.3 Unit of Measure

1.3.8.42 Bedding Material - 3/4-inch Graded Stone (Section 35 31

19)

1.3.8.42.1 Payment

1.3.8.42.2 Measurement

1.3.8.42.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00 Page 12

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A615/A615M (2020) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

1.2 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

1.3 PAYMENT ITEMS

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

1.3.1 Base

1.3.1.1 Mobilization and Demobilization - Batch Plant (Contract Clause 252.236-7004)

1.3.1.1.1 Payment

a. The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment in relation to the concrete batch plant at the single job price for this item.

SECTION 01 22 00 Page 13

1. 60 percent of the single job price will be paid upon completion of the Contractor's mobilization at the work site.

2. The remaining 40 percent will be paid upon completion of demobilization.

b. The Payment item for MOBILIZATION AND DEMOBILIZATION - BATCH PLANT shall be inclusive of the Concrete Batch Plant and for all incidentals related thereto including earthworks, seeding and other work related to the plants.

c. The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (1.) (a.) and (b.) of this section do not bear a reasonable relation to the cost of the work in this contract.

1. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of -

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

(iii) The remainder of this item in the final payment under this contract.

2. The Contracting Officer's determination of the actual costs in paragraph (3.)(a.) of this section is not subject to appeal.

1.3.1.1.2 Unit of Measurement

Unit of measurement: Job.

1.3.1.2 Mobilization and Demobilization - Conveyor (Contract Clause 252.236-7004)

1.3.1.2.1 Payment

a. The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment in relation to the concrete conveyor system at the single job price for this item.

1. 60 percent of the single job price will be paid upon completion of the Contractor's mobilization at the work site.

2. The remaining 40 percent will be paid upon completion of demobilization.

b. The Payment item for MOBILIZATION AND DEMOBILIZATION - CONVEYOR shall be inclusive of the Concrete Conveyor System and for all incidentals related thereto including earthworks, seeding and other work related to the plants.

c. The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer

SECTION 01 22 00 Page 14 believes that the percentages in paragraphs (1.) (a.) and (b.) of this section do not bear a reasonable relation to the cost of the work in this contract.

1. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of -

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

(iii) The remainder of this item in the final payment under this contract.

2. The Contracting Officer's determination of the actual costs in paragraph (3.)(a.) of this section is not subject to appeal.

1.3.1.2.2 Unit of Measurement

Unit of measurement: Job.

1.3.1.3 Mobilization and Demobilization- QA Testing Lab and Rock Core Storage Building (Contract Clause 252.236-7004)

1.3.1.3.1 Payment

a. The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment in relation to the QA Testing Lab and Rock Core Storage Building at the single job price for this item.

1. 60 percent of the single job price will be paid upon completion of the Contractor's mobilization at the work site.

2. The remaining 40 percent will be paid upon completion of demobilization.

b. The Payment item for MOBILIZATION AND DEMOBILIZATION - QA Testing Lab and Rock Core Storage Building shall be inclusive of the QA Testing Lab and Rock Core Storage Building and for all incidentals related thereto including earthworks, seeding and other work related to the plants.

c. The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (1.) (a.) and (b.) of this section do not bear a reasonable relation to the cost of the work in this contract.

1. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of -

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

SECTION 01 22 00 Page 15

(iii) The remainder of this item in the final payment under this contract.

2. The Contracting Officer's determination of the actual costs in paragraph (3.)(a.) of this section is not subject to appeal.

1.3.1.3.2 Unit of Measurement

Unit of measurement: Job.

1.3.1.4 Mobilization and Demobilization - General

1.3.1.4.1 Payment

a. The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the single job price for this item.

1. 60 percent of the single job price will be paid upon completion of the Contractor's mobilization at the work site.

2. The remaining 40 percent will be paid upon completion of demobilization.

b. The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (a.) (1.) and (2.) of this section do not bear a reasonable relation to the cost of the work in this contract.

1. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of -

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

(iii) The remainder of this item in the final payment under this contract.

2. The Contracting Officer's determination of the actual costs in paragraph (b.)(1.) of this section is not subject to appeal.

1.3.1.4.2 Unit of Measurement

Unit of measure: Job.

1.3.1.5 Premiums for Performance and Payment Bonds

1.3.1.5.1 Payment

The Government will pay for premiums for Performance and Payment Bonds in accordance with Contract Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. The premiums for performance and payment bonds shall be included in the contract single job price for PREMIUMS FOR PERFORMANCE AND PAYMENT BONDS. The payment made under this provision

SECTION 01 22 00 Page 16 shall not exceed the amount included for PREMIUMS FOR PERFORMANCE AND PAYMENT BONDS, which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item PREMIUMS FOR PERFORMANCE AND PAYMENT BONDS is only for the cost of bonds. Other costs should be allocated to the appropriate payment items.

1.3.1.5.2 Unit of Measurement

Unit of measurement: Job.

1.3.1.6 Maintenance and Protection of Traffic

1.3.1.6.1 Payment

Payment will be made for all costs associated with or incidental to maintenance and protection of traffic under Section 01 50 00 TEMPORARY AND PERMANENT CONSTRUCTION FACILITIES AND CONTROLS, including, but not limited to, maintaining all traffic control devices at the start of construction activities, maintaining all control devices during construction, and removing such control devices after completion of construction. Payment shall include, but not be limited to, all traffic barriers, temporary road signage, road surveys and repairs, flagmen, and incidental traffic controls throughout the duration of the contract.

1.3.1.6.2 Unit of Measurement

Unit of measurement: Job.

1.3.1.7 Maintain Testing Lab and COE Field Offices (Section 01 50 00)

1.3.1.7.1 Payment

Payment for maintaining the Government Testing Laboratory, Resident Engineer Office, and Government Field Office in accordance with Section 01 50 00 TEMPORARY AND PERMANENT CONSTRUCTION FACILITIES AND CONTROLS will be made under the payment item for MAINTAIN TESTING LAB AND COE FIELD

OFFICES.

1.3.1.7.2 Measurement

Measurement for payment for MAINTAIN TESTING LAB AND COE FIELD OFFICES will be made based on the number of months the laboratory and field offices are maintained in accordance with the specifications.

1.3.1.7.3 Unit of Measurement

Unit of Measurement: Month (MO).

1.3.1.8 Diversion and Care of Water (Section 01 57 24)

1.3.1.8.1 Payment

Payment for diversion and care of water under Section 01 57 24 DIVISION AND CARE OF WATER including the maintenance and operation (including pumping) of cofferdams; regulation of flow; diversion and care of water during construction; and all other work necessary to perform the construction work in areas free from water will be made at the contract unit price per month for DIVERSION AND CARE OF WATER. This price shall

SECTION 01 22 00 Page 17 include but not be limited to equipment, fuel, electricity, personnel, and maintenance.

1.3.1.8.2 Measurement

Measurement for payment for DIVERSION AND CARE OF WATER will be made based on the number of months that diversion and care of water is required in accordance with the specifications.

1.3.1.8.3 Unit of Measurement

Unit of measurement: Month (MO).

1.3.1.9 Data Management (Section 01 31 00)

1.3.1.9.1 Payment

Payment for developing, maintaining, and delivering products in accordance with Section 01 31 00 DATA MANAGEMENT will be made under the payment item for DATA MANAGEMENT.

1.3.1.9.2 Measurement

Measurement for payment for DATA MANAGEMENT will be made based on the number of months that data management is required in accordance with the specifications.

1.3.1.9.3 Unit of Measurement

Unit of Measurement: Month (MO).

1.3.1.10 LiDAR and Orthoimagery Collection - Geologic Foundations

1.3.1.10.1 Payment

Payment for the collection of LiDAR and Orthoimagery of geologic foundations of each monolith. This includes the production of all acceptable post-processed data products including .LAS point cloud, DEM, and Tiff or GEOTIFF files in accordance with section 01 32 23 SURVEY CONTROL, LiDAR AND IMAGERY. Payment will be made under the payment item LiDAR AND IMAGERY.

1.3.1.10.2 Unit of Measurement

Unit of Measurement: Work is paid by each 50 x 50 foot monolith foundation after all LiDAR and Orthoimagery is collected and data deliverables are submitted to and approved by the COR.

1.3.1.11 LiDAR and Orthoimagery Collection - Lock Chamber

1.3.1.11.1 Payment

Payment for the collection of LiDAR and Orthoimagery of the new lock chamber. This includes the production of all acceptable post-processed data products including .LAS point cloud, DEM, and Tiff or GEOTIFF files in accordance with section 01 32 23 SURVEY CONTROL, LiDAR AND IMAGERY.

Payment will be made under the payment item LiDAR AND IMAGERY.

SECTION 01 22 00 Page 18

1.3.1.11.2 Unit of Measurement

Unit of Measurement: Job

1.3.1.12 Advanced Modeling Package (BIM)

1.3.1.12.1 Payment

Payment will be made for costs associated with the Advanced Modeling Package (BIM) submittal, including labor, materials and software required to complete the model submittal under Section 01 78 00 CLOSEOUT SUBMITTALS.

1.3.1.12.2 Unit of Measurement

Unit of measurement: Job.

1.3.1.13 Core Drilling in Rock (HQ)

1.3.1.13.1 Payment

Payment will be made for costs including equipment, labor, materials and incidentals associated with Core Drilling in Rock, as specified in Section 02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING. Payment for Core Drilling in Rock will be made at the contract unit price per linear feet (LF) for "Core Drilling".

1.3.1.13.2 Measurement

Core Drilling, Vertical Holes will be measured for payment to the nearest foot, based upon the linear feet of hole actually drilled in accordance with the specifications or as directed by the Contracting Officer.

Measurements less than 0.5 of a foot shall be rounded down, and measurements of 0.5 of a foot or greater shall be rounded up.

1.3.1.13.3 Unit of Measurement

Unit of Measurement: Linear Feet (LF).

1.3.1.14 Drilling in Soil

1.3.1.14.1 Payment

Payment will be made for costs associated with Drilling in Soil shall include costs for drilling and for furnishing and setting casing.

1.3.1.14.2 Measurement

Drilling and casing of holes in soil will be measured for payment on the basis of the linear feet of holes drilled from surface grade at the time of drilling to a depth as specified to seat the casing into rock. No additional payment will be made for installing casing more than two feet into bedrock, unless the additional casing was installed at the direction of the Contracting Officer. No additional payment will be made for casings and/or fittings that extend above surface grade. The cost of drill rig setup is incidental to this task. Linear footage shall be rounded to the nearest foot. Fractions less than 0.5-feet shall be rounded down, and fractions 0.5-feet.

SECTION 01 22 00 Page 19

1.3.1.14.3 Unit of Measurement

Unit of Measurement: Linear Feet (LF).

1.3.1.15 Optical Televiewer Logging

1.3.1.15.1 Payment

Payment will include all costs associated with Section 02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING televiewer survey verification core holes and grout holes in rock; set up of televiewer for each survey and for furnishing all labor and supplies incidental to the work. Payment also includes the labor for conducting the survey and analysis required in the specifications. Payment will be made under Payment item Optical Televiewer Logging.

1.3.1.15.2 Measurement

Televiewer Surveys for exploratory holes will be measured for payment on the basis of the linear feet of holes actually surveyed with televiewer, measured along the axis of the hole, as shown or as directed by the Contracting Officer. Televiewer survey shall be paid to the nearest half (1/2) foot. Fractions less than half (0.5)-feet shall be rounded down, and fractions half (0.5)-feet or greater shall be rounded up.

1.3.1.15.3 Unit of Measurement

Unit of Measurement: Linear Feet (LF).

1.3.1.16 Soil Index Testing

1.3.1.16.1 Payment

Soil index testing will consist of the suite of tests that includes water content, Atterburg limits, sieve analysis and hydrometer analysis. Payment will be made for costs associated with Soil Index Testing including:

sample collection and delivery, sample protection, sample storage, lab testing, testing results reports, and sample disposal associated with exploratory drilling described in 02 32 00 SUBSURFACE DRILLING AND

SAMPLING.

1.3.1.16.2 Measurement

Measurement is made one per successful suite of Soil Index Testing performed and returned with results from the applicable section.

1.3.1.16.3 Unit of Measurement

Unit of Measurement: Each (EA).

1.3.1.17 Unconfined Compression Test

1.3.1.17.1 Payment

Payment will be made for costs associated with Unconfined Compression Tests including: sample collection and delivery, sample protection, sample storage, lab testing, testing results reports, and sample disposal associated with exploratory drilling described in 02 32 00 SUBSURFACE

DRILLING AND SAMPLING.

SECTION 01 22 00 Page 20

1.3.1.17.2 Measurement

Measurement is made one per successful Unconfined Compression Test performed and returned with results from the applicable section.

1.3.1.17.3 Unit of Measurement

Unit of Measurement: Each (EA).

1.3.1.18 CU Triaxial Test

1.3.1.18.1 Payment

Payment will be made for costs associated with CU Trial Tests including:

sample collection and delivery, sample protection, sample storage, lab testing, testing results reports, and sample disposal associated with exploratory drilling described in 02 32 00 SUBSURFACE DRILLING AND

SAMPLING.

1.3.1.18.2 Measurement

Measurement is made one per successful CU Triaxial Test performed and returned with results from the applicable section.

1.3.1.18.3 Unit of Measurement

Unit of Measurement: Each (EA).

1.3.1.19 Waterstop

1.3.1.19.1 Payment

Payment will be made for costs associated with waterstops, including labor, materials and use of all equipment and tools required to complete the waterstop work and related test sample preparation and procedure and performance qualifications under Section 03 15 14 EXPANSION, CONTRACTION CONSTRUCTION JOINTS AND WATERSTOPS IN CONCRETE FOR CIVIL WORKS. No separate payment will be made for expansion and contraction joint, including filters, sealants and related materials and installations which are included in the costs for the items to which work for expansion and contraction joints are incidental.

1.3.1.19.2 Unit of Measurement

Unit of measurement: Job.

1.3.1.20 Reinforcing Steel - Material

1.3.1.20.1 Payment

a. Payment will be made for costs associated with materials including taxes and delivery costs for furnished mill reinforcement steel bars and storing deformed steel bars for concrete reinforcement, which includes steel in laps as indicated on the drawings or required by the Contracting Officer. Payment will include all materials for mechanical couplers and welding for butt splices, welding to attach reinforcing cage to embedded structural steel, and all mechanical couplers and threaded ends as necessary to attach reinforcing steel to

SECTION 01 22 00 Page 21 previously cast concrete items. All materials will meet the requirements of Section 03 30 02 STEEL BARS AND WELDED WIRE FABRIC FOR

CONCRETE REINFORCEMENT FOR CIVIL WORKS.

b. No separate payment will be made for the additional steel in laps which are authorized for the convenience of the Contractor or for removing and disposing of plugs or bolts from previously placed rebar couplers. No separate payment will be made for accessories or anchors. Payment for these items shall be included in the contract unit price for the items of work to which these items are incidental.

1.3.1.20.2 Measurement

The measured lengths of deformed steel bars for concrete reinforcement will be converted to weights for the size of bars listed by the use of the nominal weights per lineal foot specified in ASTM A615/A615M .

1.3.1.20.3 Unit of Measurement

Unit of measurement: Tons.

1.3.1.21 Place Rebar for Monoliths, Structural, Mass, Second Stage, and Miscellaneous Concretes

1.3.1.21.1 Payment

a. Payment will be made for costs associated with installing deformed steel bars for concrete reinforcement for monoliths and blocks, which includes steel in laps as indicated on the drawings or required by the Contracting Officer. Payment will include all mechanical couplers and welding for butt splices, welding to attach reinforcing cage to embedded structural steel, and all mechanical couplers and threaded ends as necessary to attach reinforcing steel to previously cast concrete items. All materials shall meet the requirements of Section

03 20 02 STEEL BARS AND WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT

FOR CIVIL WORKS. Payment shall include the cost of all testing, including but not limited to, butt splices, tension tests, radiographic examination and rework. No payment will be made for reinforcing steel, as such, that is placed in structure for which payment is made per linear foot or single job.

b. No separate payment will be made for the additional steel in laps which are authorized for the convenience of the Contractor or for removing and disposing of plugs or bolts from previously placed rebar couplers. No separate payment will be made for accessories, or anchors. Payment for these items shall be included in the contract unit price for the items of work to which these items are incidental.

1.3.1.21.2 Measurement

The measured lengths of deformed steel bars for concrete reinforcement will be converted to weights for the size of bars listed by the use of the nominal weights per linear foot specified in ASTM A615/A615M .

1.3.1.21.3 Unit of Measurement

Unit of measurement: Tons.

SECTION 01 22 00 Page 22

1.3.1.22 Cement, Type II (MH), Low Alkali

1.3.1.22.1 Payment

Payment will be made for costs associated with furnishing of all Cement, Type II (MH), Low Alkali, including taxes and delivery costs, used in the work.

1.3.1.22.2 Measurement

The quantity of Cement, Type II (MH), Low Alkali meeting the requirements of Section 03 30 01 CONCRETE: MATERIALS, to be paid for will be the number of tons of Cement, Type II (MH), Low Alkali used unless specifically excepted, wasted, or used for the convenience of the Contractor. The quantity to be paid for will be determined by multiplying the actual (within a tolerance of plus or minus one (1) percent from the mix design weight) batch weight, in pounds, of Cement, Type II (MH), Low Alkali in each type of concrete used by the number of batches of concrete types placed within the pay lines of the structure, and dividing by 2,000.

1.3.1.22.3 Unit of Measurement

Unit of measurement: Tons.

1.3.1.23 Class F Fly Ash

1.3.1.23.1 Payment

Payment will be made for costs associated with furnishing of all fly ash, including taxes and delivery costs, used in the work.

1.3.1.23.2 Measurement

The quantity of fly ash meeting the requirements of Section 03 30 01 CONCRETE: MATERIALS, to be paid for will be the number of tons of fly ash used unless specifically excepted, wasted, or used for the convenience of the Contractor. The quantity to be paid for will be determined by multiplying the actual (within a tolerance of plus or minus one (1) percent from the mix design weight) batch weight, in pounds, of fly ash in each type of concrete used by the number of batches of concrete types placed within the pay lines of the structure, and dividing by 2,000.

1.3.1.23.3 Unit of Measurement

Unit of measurement: Tons.

1.3.1.24 Structural Concrete (Four (4) ksi)

1.3.1.24.1 Payment

a. Payment will be made to include all labor, equipment, materials and supplies for completing the structural concrete (four (4) ksi) work as shown or specified. The structural concrete shall meet the requirements of Section 03 70 00 CONCRETE: MASS AND STRUCTURAL. These costs will include the furnishing and delivery of all materials for the concrete, including aggregates, mineral and chemical admixtures.

However, these costs will not include Portland cement and fly ash (except as otherwise noted).

SECTION 01 22 00 Page 23

b. Payment shall also include, but not be limited to, concrete production, formwork, installation of miscellaneous metals and wall armor, finishing, consolidating, curing, joint sealants, joint materials and any miscellaneous metals and embedded parts that are not specified to be paid separately.

c. Payments for Portland cement, fly ash, reinforcing steel will be made under separate payment items.

d. No payment will be made for concrete, as such, that is placed in structures of which payment is made per linear foot or single job. No separate compensation associated with concrete materials testing, as part of the Contractor's Quality Assurance, will be made and these costs shall be incidental to the various concrete placement payment items.

1.3.1.24.2 Measurement

a. Pay lines for concrete structures are the neat lines of the structures as shown on the drawings. Measurement of concrete shall be on the basis of the actual volume of concrete within the pay lines of the structures as indicated on the drawings. Measurement of concrete placed against the sides of any excavation without the use of intervening forms shall be made only within the pay lines of the structure, and within the tolerances specified.

b. No measurement will be made of concrete placed outside the tolerances specified for the excavation unless otherwise approved by the Contracting Officer. No deductions shall be made for rounded or beveled edges, space occupied by metal work, electrical conduits or reinforcing steel, nor voids or embedded items that are either less than five (5) cubic feet in volume or one (1) square foot in cross section.

1.3.1.24.3 Unit of Measurement

Unit of measurement: Cubic Yard (CY).

1.3.1.25 Mass Concrete (Three (3) ksi)

1.3.1.25.1 Payment

a. Payment will be made to include all labor, equipment, materials and supplies for completing the mass concrete (three (3) ksi) work as shown or specified. The mass concrete shall meet the requirements of Section 03 70 00 CONCRETE: MASS AND STRUCTURAL. These costs will include the furnishing and delivery of all materials for the concrete, including aggregates, mineral and chemical admixtures. However, these costs will not include Portland cement and fly ash (except as otherwise noted).

b. Payment shall also include, but not be limited to, concrete production, formwork, installation of miscellaneous metals and wall armor, finishing, consolidating, curing, joint sealants, joint materials and any miscellaneous metals and embedded parts that are not specified to be paid separately.

c. Payments for Portland cement, fly ash, and reinforcing steel will be made separately.

SECTION 01 22 00 Page 24

d. No payment will be made for concrete, as such, that is placed in structures of which payment is made per linear foot or single job. No separate compensation associated with concrete materials testing, as part of the Contractor's Quality Assurance, will be made and these costs shall be incidental to the various concrete placement payment items.

1.3.1.25.2 Measurement

a. Pay lines for concrete structures are the neat lines of the structures as shown on the drawings and as directed by the COR. Measurement of concrete shall be on the basis of the actual volume of concrete within the pay lines of the structures as indicated on the drawings.

Measurement of concrete placed against the sides of any excavation without the use of intervening forms shall be made only within the pay lines of the structure, and within the tolerances specified.

b. No measurement will be made of concrete placed outside the tolerances specified for the excavation unless otherwise approved by the Contracting Officer. No deductions shall be made for rounded or beveled edges, space occupied by metal work, electrical conduits or reinforcing steel, nor voids or embedded items that are either less than five (5) cubic feet in volume or one (1) square foot in cross section.

1.3.1.25.3 Unit of Measurement

Unit of measurement: Cubic Yard (CY).

1.3.1.26 Second Stage and Miscellaneous Concrete (four (4)ksi)

1.3.1.26.1 Payment

a. Payment will be made to include all labor, equipment, materials and supplies for completing the second stage and miscellaneous concrete (four (4)ksi) work as shown or specified. The second stage and miscellaneous concrete shall meet all the requirements of Section 03 80 00 CONCRETE: SECOND STAGE. However, these costs shall include furnishing and delivery of all materials for the concrete, including aggregates, mineral and chemical admixtures.

b. Payment shall also include, but not be limited to concrete production, formwork, installation of miscellaneous metals, base plates, and wall armor, finishing, consolidating, curing, joint sealants, joint materials and any miscellaneous metals and embedded parts that are not specified to be paid separately.

c. Portland cement, fly ash, and reinforcing steel is not subject to escalation.

d. No payment will be made for concrete, as such, that is placed in structures of which payment is made per linear foot or single job. No separate compensation associated with concrete testing and concrete materials testing, whether part of the Contractor's Quality Assurance or for approval of materials in order to establish the acceptable sources or mixture proportions, will be made and these costs shall be incidental to the concrete payment items.

SECTION 01 22 00 Page 25

1.3.1.26.2 Measurement

Pay lines for second stage concrete (four (4) ksi) are the neat lines of that concrete as shown on the drawings. Measurement of concrete shall be on the basis of the actual volume of concrete within the pay lines of the structures as indicated on the drawings. No deductions shall be made for rounded or beveled edges, space occupied by metal work, electrical conduits or reinforcing steel, nor voids or embedded items that are either less than five (5) cubic feet in volume or one (1) square foot in cross section.

1.3.1.26.3 Unit of Measurement

Unit of measurement: Cubic Yard (CY).

1.3.1.27 Congested Second Stage / Repair Concrete (four (4) ksi)

1.3.1.27.1 Payment

a. Payment will be made to include all labor, equipment, materials and supplies for completing the congested second stage/repair concrete (four (4)ksi) work as shown or specified. The second stage/repair concrete shall meet all the requirements of Section 03 80 00 CONCRETE:

SECOND STAGE. However, these costs shall include furnishing and delivery of all materials for the concrete, including aggregates, mineral and chemical admixtures. However, these costs will not include Portland cement and fly ash (except as otherwise noted).

b. Payment shall also included, but not be limited to, concrete production, formwork, installation of miscellaneous metals, base plates, and wall armor, finishing, consolidating, curing, joint sealants, joint materials and any miscellaneous metals and embedded parts that are not specified to be paid separately.

c. Portland cement, Class F fly ash, and reinforcing steel is not subject to escalation.

d. No payment will be made for concrete, as such, that is placed in structures of which payment is made per linear foot or single job. No separate compensation associated with concrete testing and concrete materials testing, whether part of the Contractor's Quality Control or for approval of materials in order to establish the acceptable sources or mixture proportions, will be made and these costs shall be incidental to the concrete payment items.

1.3.1.27.2 Measurement

Pay lines for second stage/repair concrete (four (4) ksi) are the neat lines of that concrete as shown on the drawings. Measurement of concrete shall be on the basis of the actual volume of concrete within the pay lines of the structures as indicated on the drawings.