ATCH 1. Randolph Specs.pdf

SPECIFICATIONS

(For Construction Contract)

Solicitation Number W9128F21B0012

Middle Logan Creek Flood Risk Management Project, Phase 2 Randolph, NE

July 2021

US Army Corps of Engineers Omaha District

Middle Logan Creek Flood Risk Management Project, Phase 2

Randolph, NE

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00 CONSTRUCTION GENERAL

01 22 00 MEASUREMENT AND PAYMENT

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.02 24 (NEBRASKA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 23.05 13 CONTRACTOR SURVEYS

01 78 39.00 24 AS-BUILT DRAWINGS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 11 00 CONCRETE FORMS AND FALSEWORK

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

03 40 00 CONCRETE BRIDGE FLOORS

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 09 - FINISHES

09 90 00 PAINTING METAL SHEET PILING

DIVISION 10 - SPECIALTIES

10 14 53 TRAFFIC SIGNAGE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 41 16 METAL SHEET PILING

31 62 16 STEEL H-PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00.02 (NEBRASKA) PAVEMENTS FOR SMALL PROJECTS

32 31 13 PEDESTRIAN RAILING - CHAIN LINK FENCE TYPE

32 31 26 WIRE FENCES AND GATES

32 91 18.00 12 HIGH PERFORMANCE TURF REINFORCED MAT (HPTRM)

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 34 00 FORCE MAINS AND INVERTED SIPHONS; SEWER

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 BRIDGE ABUTMENT DRAINAGE MATERIALS

-- End of Project Table of Contents --

Flood Risk Management Project - Ph 2 - Middle Logan Creek, NE RD02

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

PART 1 GENERAL

1.1 SCOPE

1.2 CONSTRUCTION RIGHT-OF-WAY

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

1.3.1 Protection of Appurtenances from Bituminous Material

Applications

1.3.2 Flood Protection Works

1.4 CARE OF WATER

1.5 Project Survey and Layout

1.6 DISPOSITION OF CONSTRUCTION FACILITIES

1.7 ACCESS ROADS AND HAUL ROADS

1.7.1 Access Roads

1.7.2 Haul Roads

1.7.3 Waterway Crossings

1.7.4 Ramps

1.7.5 Drainage

1.8 PUBLIC ROADS

1.8.1 Traffic Control Devices

1.8.2 Operations

1.8.3 Barricades

1.8.4 State and Federal Highways

1.8.5 State and Local Public Roads

1.8.6 City Streets

1.8.7 Utility Lines

1.9 COOPERATION WITH OTHER CONTRACTORS

1.10 ORDER OF WORK

1.11 SUBMITTALS

1.12 WARRANTY OF CONSTRUCTION (MAR 1994)

1.13 ACCOMMODATIONS FOR GOVERNMENT PERSONNEL

1.14 TELEPHONE/INTERNET

1.15 PORTABLE TOILETS

1.16 FEDERAL HOLIDAYS AND WORKING HOURS

1.17 LIMITS OF CONSTRUCITON

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

SECTION 01 12 00 Page 1

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

PART 1 GENERAL

1.1 SCOPE

The work covered in this section is outlined as a statement of construction requirements common to all the work. Specific requirements for materials and installations are provided under the Technical Sections herewith. No claims for extras shall be made on account of items presumed to have been omitted from this section.

1.2 CONSTRUCTION RIGHT-OF-WAY

The Contractor will be assigned working areas or working right-of-way limits for use in the prosecution of work under this contract, subject to the SECTION 00 72 00, GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Operations and Storage Areas."

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

The Contractor shall be responsible for the protection of the work area from damage and upon completion of the work shall leave existing works in a condition equal to that which existed when the work started. All work, storage of materials, and construction plant shall be kept within the limits of the areas assigned. Prior to construction operations, the Contractor shall confer with the Contracting Officer's representative to determine the proximity of any possible under-ground obstructions, pipe or equipment which could be damaged as a result of construction operations.

Existing utility lines that are shown on the drawings or the locations are otherwise made known to the Contractor shall be protected from damage, and if damaged, shall be repaired by the Contractor at no additional expense to the Government. In the event that the Contractor damages any existing utility lines that are not shown or the locations of which have not been made known to the Contractor, the Contractor shall immediately notify the Contracting Officer. The Contracting Officer will review the information and discuss with the Contractor how to proceed. The Contractor will be responsible for the protection of structures from any structural damage during the construction operations. Roads and surfaces shall be protected from damage by the work or if damaged shall be repaired with equal materials at no additional expense to the Government. At all times the plant and work areas shall be kept in a condition conducive to safety of workmen and the public and neat in appearance. Waste or surplus materials shall not be allowed to accumulate in the construction areas.

1.3.1 Protection of Appurtenances from Bituminous Material Applications

It shall be the responsibility of the Contractor to cover and protect the surfaces of roadway appurtenances, structures and installations by approved methods in advance of any bituminous material application adjacent thereto. Damages or defacement thereof shall be corrected as directed, by and at the expense of the Contractor.

SECTION 01 12 00 Page 2

1.3.2 Flood Protection Works

In all cases where materials in the existing flood protection works are used or connected with the construction of new work under this contract, the work shall be so planned and executed that the new work shall be completed to provide protection equivalent to the existing protection as the existing protection is weakened or removed. These operating restrictions shall be followed in order that the new work may be tied in, or connected promptly, by the Contractor, with the existing facilities so as to furnish a continuous service in an emergency. These ties or connections shall be made during periods of suspended construction operations and the Contractor shall leave incompleted pipe outlets and other structures in such conditions as to not interfere with the natural drainage from areas served by these pipes or structures.

1.4 CARE OF WATER

Full responsibility for care of water shall be borne by the Contractor until completion of work under this contract. The Contractor shall provide the materials and equipment and perform all work necessary to facilitate construction and to protect the work from damage by water. The Contractor shall make his own investigations and determinations of conditions, both existing and anticipated concerning care of water. Plans for care of water are subject to approval by the Contracting Officer prior to construction.

Facilities shall be removed upon completion of the work. For information only, the following are the predicted flows in the main channel at the indicated locations for the indicated return period storm:

Main Street Bridge Return Period Flow (CFS) Water Surface Elevation (ft - NAVD88) 2-yr 920 1648.3 5-yr 1590 1649.6 10-yr 2115 1650.5

Douglas Street Bridge Return Period Flow (CFS) Water Surface Elevation (ft - NAVD88) 2-yr 920 1649.7 5-yr 1590 1651.1 10-yr 2115 1651.9

558th Ave Bridge Return Period Flow (CFS) Water Surface Elevation (ft - NAVD88) 2-yr 920 1659.3 5-yr 1590 1660.6 10-yr 2115 1661.5

1.5 Project Survey and Layout

In addition to the requirements of FAR 52.236-17 Layout of Work, the contractor shall provide a licensed land surveyor to check initial project control, and to provide and set hubs for project construction. The contractor shall use (and reference in all as-built data) project stationing as described on the contract drawings. In addition, a licensed land surveyor shall provide final project embankment survey (i.e. to include major breakpoints, top of and toe of bank) prior to placement of surfacing for government review and approval. If applicable a licensed land surveyor shall also provide, set and verify as built condition of major flood control structures/features; i.e. flood wall control. These

SECTION 01 12 00 Page 3 surveys shall provide and verify both horizontal and vertical project control. This survey shall be used for final as-built embankment profile and cross section, and major flood control structure records, and recorded on the as-built condition in accordance with Section, 01 78 39.00 24 As-Built Drawings.

The Contractor may utilize his own quality control personnel to provide interim surveys for quantity determination for payment in accordance with paragraph entitled Quantity Surveys (Apr 1984).

1.6 DISPOSITION OF CONSTRUCTION FACILITIES

All buildings and facilities constructed by the Contractor shall be maintained in a satisfactory condition with strict observance of the rules of sanitation, safety and order as may be established by the Contracting Officer. Prior to final payment under the contract, all buildings and facilities constructed by the Contractor for his own use shall be removed from the site by the Contractor.

1.7 ACCESS ROADS AND HAUL ROADS

1.7.1 Access Roads

Access roads as required for the prosecution of the work shall be maintained (including sprinkling for dust control, safety personnel, signals and control) within the work areas assigned to the Contractor.

Consideration shall be given to the avoidance of interference with others, safety and frequency of traffic, subject to review and approval prior to construction. Access road areas shall be restored to their original or suitable condition upon completion of this contract. The Contractor shall be responsible for repair of damage to existing roads caused by his operation.

1.7.2 Haul Roads

The Contractor shall construct haul roads as may be necessary for the conduct of the work without additional cost to the Government. The Contractor shall arrange his hauling operations so as to cause a minimum interference with traffic and shall furnish flagmen and other facilities as required to avoid additional hazards to the public. Lines, grades and widths for haul roads, shall be selected to fulfill the requirements for safe and efficient hauling operations and shall be approved by the Contracting Officer prior to construction. Haul roads shall have ample width to provide safety. Preference shall be given to one-way haul roads when these are feasible. All roads shall be maintained in original as-built condition during all periods of their use. Roads shall be sprinkled whenever, in the opinion of the Contracting Officer, control of dust is necessary to insure safe movements of construction traffic. Upon completion of work under this contract, roads shall be disposed of as directed by the Contracting Officer. All signs, culverts, guards, fences and other improvements on roads constructed for the Contractor's convenience and operations shall be removed from the project site and shall remain his property. Use and repair of existing roads and bridges shall be subject to the requirements of local authorities. Prior to start of hauling operations on public roads, the Contractor shall furnish written evidence to the Contracting Officer that an agreement has been consummated with State and County officials on the use of public roads and bridges.

Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these roads.

SECTION 01 12 00 Page 4

1.7.3 Waterway Crossings

The Contractor shall construct approved crossings where hauling is to be done across waterways with adequate openings for drainage and streamflow.

Structures for crossings shall be safe for all operating equipment and vehicles and shall be adequate for drainage and flow of the waterway.

After haul for construction has ceased, the structures constructed by the Contractor shall be removed and disposed of as directed.

1.7.4 Ramps

Ramps shall be provided and maintained for access of hauling equipment into excavation and waste areas. Locations, grades and width are subject to review and approval by the Contracting Officer prior to construction.

1.7.5 Drainage

The Contractor shall provide and maintain ditches, dikes and other facilities within and adjacent to the work areas to direct the surface and subsurface flow of water away from abutting private property and work in place or under construction by this and other contracts. The design, location, type and size of drainage facilities are subject to review and approval by the Contracting Officer prior to construction.

1.8 PUBLIC ROADS

1.8.1 Traffic Control Devices

All traffic control devices (signage, barricades, lighting (etc) by the Contractor, must conform with the U.S. Department of Transportation, Federal Highway Administration, Manual on Uniform Traffic Control Devices.

1.8.2 Operations

When operations are being conducted near a U. S. or State Highway or when construction equipment is being used on or adjacent to such highway, the Contractor shall furnish signalmen and such warning signs as are necessary to provide adequate warning to the traveling public. The highways and streets shall be kept open at all times.

1.8.3 Barricades

At each location designated by the Contracting Officer and where safe operation requires the closing of roads, streets or other travel arteries leading to the work under this contract, the Contractor shall maintain a heavy plank barricade or other effective barrier during construction.

Arrangements for closure of roads, streets or other travel arteries shall be made by the Contractor with local State, County or City officials. The Contractor shall notify the appropriate official in writing at least ten

(10) days in advance of the date he desires to close a road to traffic and shall furnish a copy of the agreement to the Contracting Officer prior to closure. A satisfactory sign shall be placed on each barricade stating that the artery is closed. The cost of barricades shall be at the expense of the Contractor.

1.8.4 State and Federal Highways

Where the Contractor hauls across or on State or Federal highways, and

SECTION 01 12 00 Page 5 shall enter into all agreements with the State Highway Commission and shall comply with any restrictions they may impose relative to load limits, care of traffic and cleanup. Such agreements shall clearly relieve the Government of any responsibility for damages resulting from hauling across or on State highways. Copies of such agreements shall be furnished to the Contracting Officer before the Contractor begins hauling on these highways.

1.8.5 State and Local Public Roads

Nebraska does not require a permit on State or Federal Highways provided the load is within legal limits. A permit from the Nebraska Department of Roads is required for overloads. Copies of such overload permits shall be furnished to the Contracting Officer before the Contractor begins hauling on these highways.

(a) Hauling Regulations:

Prior to start of hauling operations on public roads, the Contractor shall furnish evidence to the Contracting Officer that an agreement has been consummated with State and County officials on the use of public roads and bridges. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these roads.

1.8.6 City Streets

Where the Contractor intends to cross or to use city streets for haul roads he shall enter into an agreement with the City and shall comply with any restrictions the City may impose relative to load limits, care of traffic and cleanup. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these highways. A copy of all such agreements shall be furnished the Contracting Officer before the Contractor begins hauling in city streets.

1.8.7 Utility Lines

It shall be the responsibility and obligation of the Contractor to make all arrangements with the affected companies for the necessary moving and alterations of utility lines and the continuation of service during construction as covered by the plans and specifications.

1.9 COOPERATION WITH OTHER CONTRACTORS

The Contractor shall cooperate and coordinate work with that of others working in the area during the life of this contract. The Contractor shall coordinate work with others to avoid undue interference and shall conduct operations, other than approved required access, within the limits of the assigned construction area or construction right-of-way limits. The Contractor shall cooperate with others as necessary in the interest of timely completion of all work and in the event of disagreement the decision of the Contracting Officer shall be final.

1.10 ORDER OF WORK

During construction activities, one of either Douglas St. Bridge or Main St. Bridge (whether existing or new) shall be open to traffic at any given time. Note that if Option #1 construct Douglas Street Bridge is not awarded, it will be necessary for the existing Douglas Street Bridge to remain in place until the new Main Street Bridge is complete and open to traffic.

SECTION 01 12 00 Page 6

1.11 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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Proposed Methods of Operation; G-AO

Construction Right-of-Way

Right-of-Way Agreements

State and Federal Highways

Agreements for hauling on highways

State and Local Public Roads

Agreements for hauling on roads

SD-02 Shop Drawings

Care of Water; G-AO

SD-11 Closeout Submittals

Warranty of Construction

List of warranties with copy of each

1.12 WARRANTY OF CONSTRUCTION (MAR 1994)

(a) In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph (i) of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

(b) This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of 1 year from the date the Government takes possession.

(c) The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor's expense any damage to Government-owned or controlled real or personal property, when that damage is the result of--

(1) The Contractor's failure to conform to contract requirements; or

(2) Any defect of equipment, material, workmanship, or design furnished.

SECTION 01 12 00 Page 7

(d) The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor's warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.

(e) The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

(f) If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense.

(g) With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall--

(1) Obtain all warranties that would be given in normal commercial practice;

(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and

(3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

(h) In the event the Contractor's warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor's, manufacturer's, or supplier's warranty.

(i) Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government-furnished material or design.

(j) This warranty shall not limit the Government's rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud. (FAR 52.246-21)

1.13 ACCOMMODATIONS FOR GOVERNMENT PERSONNEL

The Contractor shall furnish and maintain an office type trailer for the use of Government inspectors. The trailer shall have a minimum floor space of 200 sq. ft. The trailer shall meet the following requirements:

Sufficient blocks and straps (Per EM385) to steady the trailer when spotted for use. An entrance near each end with each entrance equipped with a door with fixed window and screen door. Approximately 40 sq. ft. ventilating type of window space with all windows having louvered screens or screens and venetian blinds. Floors, ceiling and walls to be insulated. Ceiling vents with at least one having an exhaust fan. Varnished plywood interior. Inlaid linoleum covered floors. Ceiling light operated from switch at door. Fluorescent 2-40 watt tube fixtures at each end of trailer. Double electric outlets located near ends of trailer with one exterior weatherproof outlet. Electric 5-gal, water cooler with two plastic bottles. Forced-air central electric heating unit with minimum capacity of 15,000 B.t.u. per hour, thermostatic controlled.

Thermostatically controlled 12,000 B.t.u. air conditioning unit. Wardrobe

SECTION 01 12 00 Page 8 of approximately 48 inch length. Kneehole desk 30" x 32" x 5'0", with 3 drawers on each side of the kneehole; drafting stool, two swivel chair with arms, 4 straight-back or folding chairs and one legal size filing cabinet with four drawers. Drafting table on shelf with built-in cabinets below.

Plan rack capable of holding approximately 75 standard drawings. Used furniture, in good condition, will be acceptable. Five lb. CO2 fire extinguishers. Exterior toilet facilities. The trailer shall be located at the direction of the Contracting Officer's Representative. The Contractor shall provide accommodations, weekly janitorial service, fuel for light plant and heating facilities, electricity, internet and water, all at no cost to the Government. For internet, the contractor shall provide one high-speed data line (T1 or DSL) for computer use. The computer line should be provided through close coordination with the Contracting Officer. If high speed data is not available, the KTR shall provide satellite internet services. Provide an ANSI approved, 16-unit first aid kit, mounted on the wall of the trailer. The entire facility, including furniture, will remain the property of the Contractor and shall be removed from the site. Upon completion of the contract, the trailer shall remain the property of the Contractor and shall be removed from the site of the work.

1.14 TELEPHONE/INTERNET

The Contractor is responsible for arranging telephone/internet service for the Contractor's trailer through the local telephone company.

1.15 PORTABLE TOILETS

Toilet facilities will not be available for Contractor's use. The Contractor shall provide and maintain portable toilets for use by the Contractor's staff and Government staff. Toilet(s) shall be placed at the location directed by the Contracting Officer. To prevent overturning by high winds, all portable toilets shall be anchored down.

1.16 FEDERAL HOLIDAYS AND WORKING HOURS

Work hours: The Contractor can work Monday through Friday 0700 to 1700, excluding any federally recognized holidays or observance days. Working outside these work hours will need written permission from the COR. The Contractor will not be allowed to work on Federal holidays or days of observance.

The following Federal legal holidays are observed:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Juneteenth 19 June Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

SECTION 01 12 00 Page 9

1.17 LIMITS OF CONSTRUCITON

Within two weeks of notice to proceed, limits of construction shall be staked out so that utility providers are able to proceed with their relocations prior to the beginning of major excavation.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

SECTION 01 12 00 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

PART 1 ENTIRE WORK COMPLETE FOR MAIN STREET BRIDGE

1.1 Work Included

1.2 Measurement

1.3 Payment

PART 2 ENTIRE WORK COMPLETE FOR 558TH AVE. BRIDGE

2.1 Work Included

2.2 Measurement

2.3 Payment

PART 3 EXCAVATION

3.1 Work Included

3.2 Measurement

3.3 Payment

PART 4 ON PROJECT SITE PLACEMENT OF COMPACTED EARTHEN FILL

4.1 Work Included

4.2 Measurement

4.3 Payment

PART 5 OFF PROJECT SITE PLACEMENT OF EARTHEN SPOIL

5.1 Work Included

5.2 Measurement

5.3 Payment

PART 6 RIPRAP

6.1 Work Included

6.2 Measurement

6.3 Payment

PART 7 FURNISHING AND DELIVERING STEEL H-PILES

7.1 Work Included

7.2 Measurement

7.3 Payment

PART 8 DRIVING STEEL H-PILES

8.1 Work Included

8.2 Measurement

SECTION 01 22 00 Page 1

8.3 Payment

PART 9 DRIVING TESTS FOR STEEL H-PILES

9.1 Work Included

9.2 Measurement

9.3 Payment

PART 10 WATERLINES 1,2, AND 3

10.1 Work Included

10.2 Measurement

10.3 Payment

PART 11 SANITARY SEWER SIPHON

11.1 Work Included

11.2 Measurement

11.3 Payment

PART 12 ALL REMAINING WORK

12.1 Work Included

12.2 Measurement

12.3 Payment

PART 13 ENTIRE WORK COMPLETE FOR DOUGLAS STREET BRIDGE - OPTION #1

13.1 Work Included

13.2 Measurement

13.3 Payment

PART 14 FURNISHING AND DELIVERING STEEL H-PILES FOR DOUGLAS STREET

BRIDGE- OPTION #1

14.1 Work Included

14.2 Measurement

14.3 Payment

PART 15 DRIVING STEEL H-PILES FOR DOUGLAS STREET BRIDGE - OPTION #1

15.1 Work Included

15.2 Measurement

15.3 Payment

PART 16 DRIVING TESTS FOR STEEL H-PILES FOR DOUGLAS STREET BRIDGE -

OPTION #1

16.1 Work Included

16.2 Measurement

16.3 Payment

PART 17 ALL REMAINING WORK FOR DOUGLAS STREET BRIDGE - OPTION #1

17.1 Work Included

17.2 Measurement

17.3 Payment

SECTION 01 22 00 Page 2

SECTION 01 22 00 Page 3

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

SCOPE: This section covers the methods and procedures which will be used to measure the Contractor's work and to effect payment.

GENERAL: The general outline of the principal features of each item as listed does not in any way limit the responsibility of the Contractor for making a thorough investigation of the Drawings and Specifications to determine the scope of work under the entire Contract. Payment to the Contractor of the amounts based on the quantities of work as measured in accordance with the specified methods of measurement and the prices stipulated in the accepted proposal will constitute complete compensation for all work shown on the Drawings, provided in the Specifications or other Contract Documents and all costs of accepting the general risks, liabilities and obligations expressed or implied. Payment under all items shall include, but not necessarily be limited to, compensation for furnishing all supervision, labor, equipment, and materials and services (including overhead and profit), as well as performing all work required to accomplish and complete the work specified under each item and all other work required.

JOB ITEMS

Quantities: The quantities under Job items will not be measured except for the purpose of determining reasonable interim payments.

Interim Payments (or Progressive Payments): Interim payments will be made in accordance with the estimated value of work done as determined by the Contracting Officer Representative (COR) or as specified in this section, and in accordance with contract clause for payments.

UNIT PRICE ITEMS

Excavation/Removal Items: Excavation and/or removal items and fill items will be measured from existing ground levels to excavation surfaces shown on the Drawings or as directed by the COR.

Existing Ground Levels: Existing ground levels shall be surveyed prior to any disturbances in accordance with the relevant provisions of these Specifications.

Excavation Surfaces Not Shown: In the event excavation surfaces are not clearly shown on the Drawings, the Contractor shall obtain clarification from the COR prior to commencement of excavation and/or removal.

Payments to Contractor: For unit priced items, payments will be made to the Contractor and approved by the COR in accordance with measurements for the unit prices entered in the bid schedule.

Interim Measurement/Payments: Interim measurements and/or payments may be adjusted to take account partially completed work. Also see Section 00 73 00, paragraph Quantity Surveys.

SECTION 01 22 00 Page 4

BIDDING ITEMS

PART 1 ENTIRE WORK COMPLETE FOR MAIN STREET BRIDGE

1.1 Work Included

The work includes all material, equipment and labor necessary for construction of the Main Street Bridge. The Job bid items include, but are not limited to: falsework and formwork, concrete reinforcement, concrete placing, finishing and curing, removal of falsework and formwork, sheet pile wingwalls, pedestrian fence, abutment drainage, approach slabs, sleeper slabs, and granular backfill beneath approach slabs and sleeper slabs. Costs for all work associated with steel H-piles shall be included in Bid Items 0007, 0008 and 0009. Costs for excavation and backfill at the bridge site shall be included in Bid Items 0003 and 0004.

1.2 Measurement

Job.

1.3 Payment

Payment for this item shall be by Job, on a progressive basis, based on the percentage of work completed. The Contractor shall provide a detailed breakdown of Job items so that progress payments can be determined.

PART 2 ENTIRE WORK COMPLETE FOR 558TH AVE. BRIDGE

2.1 Work Included

The work includes all material, equipment and labor necessary for construction of the 558th Ave. Bridge. The Job bid items include, but are not limited to: falsework and formwork, concrete reinforcement, concrete placing, finishing and curing, removal of falsework and formwork, sheet pile wingwalls, abutment drainage, approach slabs, sleeper slabs, and granular backfill beneath approach slabs and sleeper slabs. Costs for all work associated with steel H-piles shall be included in Bid Items 0007, 0008 and 0009. Costs for excavation and backfill at the bridge site shall be included in Bid Items 0003 and 0004.

2.2 Measurement

Job.

2.3 Payment

Progress payments shall be based on the percentage of work completed. The Contractor shall provide a detailed breakdown of Job items so that progress payments can be determined.

SECTION 01 22 00 Page 5

PART 3 EXCAVATION

3.1 Work Included

The work includes all material, equipment and labor necessary for excavation incidental to construction as specified herein and shown on the Drawings.

3.2 Measurement

Cubic yard. The volume of excavated material to be paid for as excavation will be measured between the ground level to the excavation surface indicated on the Drawings. The volume shall be determined from cross sections of the area, immediately before and after grading. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard. Materials removed by the Contractor below the specified grade line will not be paid for, and the Contractor may be required to rebuild the grade to the specified grade lines.

3.3 Payment

Applicable unit price times the number of cubic yards excavated.

PART 4 ON PROJECT SITE PLACEMENT OF COMPACTED EARTHEN FILL

4.1 Work Included

The work includes all material, equipment and labor used for hauling from excavated areas, spreading, compaction, water for compaction, and all other necessary operations to shape and build roadway beds, embankments, and berms to lines and grades within the project Limits of Constructions as shown on the Drawings.

4.2 Measurement

Cubic yard, measured for payment using the average end area method, from surveys taken after stripping operations are completed, prior to placement of earth, and measured to the surveyed lines and grades as shown on the Drawings prior to topsoil or other finished surface placement.

4.3 Payment

Applicable unit price times the number of cubic yards of compacted fill placed.

PART 5 OFF PROJECT SITE PLACEMENT OF EARTHEN SPOIL

5.1 Work Included

The work includes all material, equipment and labor used for hauling from excavated areas, stripping and stockpiling topsoil, spreading, compaction, respreading topsoil, and all other necessary operations to place and shape excess excavated earthen spoil in the areas and by the method and order indicated in the Drawings and Earthwork Specifications.

5.2 Measurement

Cubic yard, measured for payment using the average end area method, from surveys taken after stripping operations are completed, prior to placement

SECTION 01 22 00 Page 6 of earth, and measured to the finished lines and grades outside the project Limits of Construction (in designated spoil areas) as shown on the Drawings prior to topsoil placement.

5.3 Payment

Applicable unit price times the number of cubic yards of earthen spoil placed.

PART 6 RIPRAP

6.1 Work Included

The work of this item shall include but not be limited to labor, equipment, materials, testing, and performing all operations in connection with furnishing, transporting, stockpiling and placing riprap, spalls, and bedding as required by Drawings and Specifications.

6.2 Measurement

Per Ton. Riprap material will be measured for payment by the number of tons satisfactorily placed as specified. The riprap material shall be weighed: (1) on public or private scales which have been certified by the State. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self printing scales are used, or a copy signed by a public or bonded weigh master as each load is delivered; or (2) riprap material may be weighed on the Contractor-furnished scales under the supervision of the Government Inspector. Each printed weigh bill shall contain the following: date, unit number, time of gross, tare and net weight, name of project, contractor, contract number and signature of bonded weigh master. All riprap material shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

6.3 Payment

Payment for "Riprap" shall be based on the unit price per ton as indicated on the Bid Schedule multiplied by the number of tons needed to complete the required work according to Drawings and Specifications.

PART 7 FURNISHING AND DELIVERING STEEL H-PILES

7.1 Work Included

This item shall include costs associated with furnishing and delivering the required lengths of job piles to the work site.

7.2 Measurement

Per LF. Furnishing and delivering job piles will be measured for payment by the linear foot of piles required below the cutoff elevation as determined by the Contracting Officer and furnished to the Contractor.

7.3 Payment

Payment for "Furnishing and Delivering Steel H-piles" shall be based on the unit price per LF as indicated on the Bid Schedule multiplied by the number of LF needed to complete the required work according to Drawings and specifications. No payment will be made for the lengths of piles exceeding required lengths. No payment will be made for piles damaged during

SECTION 01 22 00 Page 7 delivery, storage, or handling to the extent that they are determined by the Contracting Officer to be unsuitable for the work.

PART 8 DRIVING STEEL H-PILES

8.1 Work Included

This item shall include costs associated with driving job piles, which includes costs of handling, driving, and splicing piles, costs associated with steel H-pile caps, including furnishing, delivering, pile preparation for installing pile caps, and installing the pile caps, measuring pile heave, redriving heaved piles, cutting off piles at the cutoff elevation and removing cutoffs from the work site, compiling and submitting pile driving records, backfilling voids around piles, and any other items incidental to driving piles to the required elevation.

8.2 Measurement

Per LF. Job piles will be measured for payment for driving on the basis of lengths, to the nearest tenth of a linear foot along the axis of each pile acceptably in place below the cutoff elevation shown as approved by the COR.

8.3 Payment

Payment for "Driving Steel H-piles" shall be based on the unit price per LF as indicated on the Bid Schedule multiplied by the number of LF needed to complete the required work according to Drawings and Specifications. No payment will be made for misplaced piles or piles exceeding the maximum limits for rotation, lateral deviation, and variation in alignment. No payment will be made for piles impaired during driving to the extent that they are determined by the Contracting Officer to be unsuitable for the work.

PART 9 DRIVING TESTS FOR STEEL H-PILES

9.1 Work Included

This item shall include costs associated with tests required for installation of the steel H-pile test piles. Include costs associated with conducting pile driving tests, including furnishing, installing, and operating a pile driving analyzer and reducing its data, compiling pile driving test records; pulling and disposing of driving test piles if applicable, and backfilling voids around the piles.

9.2 Measurement

Steel H-Pile driving tests will be measured for payment on the basis of the applicable contract unit price per pile driving test.

9.3 Payment

Payment for "Driving Tests for Steel H-piles" shall be based on the unit price per pile driving test as indicated on the Bid Schedule multiplied by the number of pile driving tests needed to complete the required work according to Drawings and Specifications.

SECTION 01 22 00 Page 8

PART 10 WATERLINES 1,2, AND 3

10.1 Work Included

The work of this item shall include all labor, equipment, materials, testing, and performing all operations in connection with construction of 3 new waterlines and all appurtenances as indicated in the Drawings and Specifications.

10.2 Measurement

Job.

10.3 Payment

Payment for this item shall be the Job amount as indicated on the Bid Schedule.

PART 11 SANITARY SEWER SIPHON

11.1 Work Included

The work of this item shall include all labor, equipment, materials, testing, and performing all operations in connection with construction of the sanitary sewer siphon and all appurtenances as indicated in the Drawings and Specifications.

11.2 Measurement

Job.

11.3 Payment

Payment for this item shall be the Job amount as indicated on the Bid Schedule.

PART 12 ALL REMAINING WORK

12.1 Work Included

The work of this item shall include but not be limited to labor, materials, mobilization, permits, care of water, the work associated and all work incidental to the completion of the required work according to the Drawings and Specifications not covered on the Bid Schedule in bid items No. 0001 thru No. 0011. Major items of work include but may not be limited to:

clearing, grubbing, and demolition, topsoil stripping and placement, seeding and mulching, aggregate and concrete paving including sidewalks, traffic signage, storm drainage structures and pipes, fences and gates, turf reinforcement matting (HPTRM), and temporary sediment and erosion control measures.

12.2 Measurement

Job.

12.3 Payment

Payment for this item shall be the Job amount as indicated on the Bid

SECTION 01 22 00 Page 9

Schedule. Progress payments shall be based on the percentage of work completed. The Contractor shall provide a detailed breakdown of Job items so that progress payments can be determined.

PART 13 ENTIRE WORK COMPLETE FOR DOUGLAS STREET BRIDGE - OPTION #1

13.1 Work Included

The work includes all material, equipment and labor necessary for construction of the Douglas Street Bridge. The Job bid items include, but are not limited to: falsework and formwork, concrete reinforcement, concrete placing, finishing and curing, removal of falsework and formwork, sheet pile wingwalls, pedestrian fence, abutment drainage, approach slabs, sleeper slabs, and granular backfill beneath approach slabs and sleeper slabs. Costs for all work associated with steel H-piles shall be included in Bid Items 0014, 0015 and 0016. Costs for excavation and backfill, at the bridge site shall be included in Bid Item 0017.

13.2 Measurement

Job.

13.3 Payment

Progress payments shall be based on the percentage of work completed. The Contractor shall provide a detailed breakdown of Job items so that progress payments can be determined.

PART 14 FURNISHING AND DELIVERING STEEL H-PILES FOR DOUGLAS STREET BRIDGE-

OPTION #1

14.1 Work Included

This item shall include costs associated with furnishing and delivering the required lengths of job piles to the work site.

14.2 Measurement

Per LF. Furnishing and delivering job piles will be measured for payment by the linear foot of piles required below the cutoff elevation as determined by the Contracting Officer and furnished to the Contractor.

14.3 Payment

Payment for "Furnishing and Delivering Steel H-piles" shall be based on the unit price per LF as indicated on the Bid Schedule multiplied by the number of LF needed to complete the required work according to Drawings and specifications. No payment will be made for the lengths of piles exceeding required lengths. No payment will be made for piles damaged during delivery, storage, or handling to the extent that they are determined by the Contracting Officer to be unsuitable for the work.

PART 15 DRIVING STEEL H-PILES FOR DOUGLAS STREET BRIDGE - OPTION #1

15.1 Work Included

This item shall include costs associated with driving job piles, which includes costs of handling, driving, and splicing piles, costs associated with steel H-pile caps, including furnishing, delivering, pile preparation

SECTION 01 22 00 Page 10 for installing pile caps, and installing the pile caps, measuring pile heave, redriving heaved piles, cutting off piles at the cutoff elevation and removing cutoffs from the work site, compiling and submitting pile driving records, backfilling voids around piles, and any other items incidental to driving piles to the required elevation.

15.2 Measurement

Per LF. Job piles will be measured for payment for driving on the basis of lengths, to the nearest tenth of a linear foot along the axis of each pile acceptably in place below the cutoff elevation shown as approved by the COR.

15.3 Payment

Payment for "Driving Steel H-piles" shall be based on the unit price per LF as indicated on the Bid Schedule multiplied by the number of LF needed to complete the required work according to Drawings and Specifications. No payment will be made for misplaced piles or piles exceeding the maximum limits for rotation, lateral deviation, and variation in alignment. No payment will be made for piles impaired during driving to the extent that they are determined by the Contracting Officer to be unsuitable for the work.

PART 16 DRIVING TESTS FOR STEEL H-PILES FOR DOUGLAS STREET BRIDGE - OPTION

#1

16.1 Work Included

This item shall include costs associated with tests required for installation of the steel H-pile test piles. Include costs associated with conducting pile driving tests, including furnishing, installing, and operating a pile driving analyzer and reducing its data, compiling pile driving test records; pulling and disposing of driving test piles if applicable, and backfilling voids around the piles.

16.2 Measurement

Steel H-Pile driving tests will be measured for payment on the basis of the applicable contract unit price per pile driving test.

16.3 Payment

Payment for "Driving Tests for Steel H-piles" shall be based on the unit price per pile driving test as indicated on the Bid Schedule multiplied by the number of pile driving tests needed to complete the required work according to Drawings and Specifications.

PART 17 ALL REMAINING WORK FOR DOUGLAS STREET BRIDGE - OPTION #1

17.1 Work Included

The work of this item shall include but not be limited to labor, materials, mobilization, permits, care of water, the work associated and all work incidental to the completion of the required work to construct Option #1 according to the Drawings and Specifications and not covered on the Bid Schedule in bid items No. 0013 thru No. 0016. Major items of work include but may not be limited to: excavation and backfill, aggregate and concrete paving including sidewalks, storm drainage structures and pipes, adjusting existing sanitary sewer manholes to new grade, rock riprap, spalls, and

SECTION 01 22 00 Page 11 bedding, and temporary sediment and erosion control measures.

17.2 Measurement

Job.

17.3 Payment

Payment for this item shall be the Job amount as indicated on the Bid Schedule. Progress payments shall be based on the percentage of work completed. The Contractor shall provide a detailed breakdown of Job items so that progress payments can be determined.

SECTION 01 22 00 Page 12

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01/20

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 COMPLETION OF WORK

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

1.7 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1.8 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 SETS FURNISHED

1.9.2 DISTRIBUTION

1.9.3 NOTIFICATION OF DISCREPANCIES

1.9.4 OMISSIONS

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

1.11 AVAILABILITY AND USE OF UTILITY SERVICES

1.12 QUANTITY SURVEYS

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 CONTRACTOR QUALITY CONTROL (CQC)

1.15 NONDOMESTIC CONSTRUCTION MATERIALS

1.16 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.17 AS-BUILT DRAWINGS

1.18 PROFIT

1.19 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.20 DRAWING SCALES

1.21 WAGE RATE APPLICATION

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 30 00.24 Page 1

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01/20

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule. Copies of each regional schedule may be obtained through the following internet site:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 3 and 4 of 4.

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b. The Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, use the electronic payroll service used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. The Contractor must obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

(c) The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

SECTION 01 30 00.24 Page 2

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in…