Storm Damage Repair 1700 Block Mill Street Addendum No. 1

SECTION 01000
DIVISION 1 - GENERAL REQUIREMENTS
SECTION TITLE
01010 SUMMARY OF WORK
01025 MEASUREMENT AND PAYMENT
01040 COORDINATION
01041 EXISTING UTILITIES AND IMPROVEMENTS
01042 PUBLIC CONVENIENCE
01050 FIELD ENGINEERING
01060 REGULATORY REQUIREMENTS
01070 ABBREVIATIONS AND SYMBOLS
01100 SPECIAL PROJECT REQUIREMENTS
01225 WORK ZONE TRAFFIC CONTROL
01230 CONSTRUCTION SCHEDULING
01300 SUBMITTALS
01500 CONSTRUCTION FACILITIES AND TEMPORARY
CONTROLS
01620 RECORD DRAWINGS
01780 CLOSEOUT SUBMITTALS

CITY OF ROSEBURG SUMMARY OF WORK
STORM DAMAGE REPAIR 1700 BLOCK MILL STREET SECTION 01010 - PAGE 1
SECTION 01010
SUMMARY OF WORK
1. GENERAL
A. The Contractor shall furnish all labor, equipment, and materials necessary to complete all
work in accordance with the plans, the specifications, and the terms of the Contract. This
section also specifies work constraints relating to sequencing and phasing of the new
improvements.
B. Project Location
1. The work is located in the City of Roseburg, Douglas County, Oregon. For more
specific locations, see the location and vicinity maps on the Plans.
C. Project Scope - The project scope is briefly described as follows:
1. Base Bid
a. Work includes the following main items.
1. Construction of approximately 142 lineal feet of 18-inch
diameter storm line and appurtenances, including 85 lineal feet
of 30-inch diameter casing.
2. Construction of two (2) storm drain manholes.
3. Other work includes demolition work, traffic control, installation
of storm line appurtenances, abandonment and slurry filling of
existing storm lines, manhole removal, and landscaping and
restoration.
D. Work Sequence and Constraints
1. The Contractor shall be required to phase the work in order to maintain existing
public services and minimize impacts to local residences, other public services,
roadway access, railroad access, and travel conditions.
2. Open trenches shall be limited to three-hundred feet in length during construction.
No construction or construction vehicles shall enter within 25 feet of the center line
of the existing railroad track.
3. The Contractor shall comply with the requirements from all permits issued by the
Owner and/or other agencies.
4. All work and materials shall conform to the current edition of the Oregon Standard
Specifications for Construction.
5. The contractor shall perform all work necessary to complete this project in
accordance with the plans and specifications including such incidentals as may be
necessary to meet the intent of the project contract documents and applicable
agency requirements.

CITY OF ROSEBURG SUMMARY OF WORK
STORM DAMAGE REPAIR 1700 BLOCK MILL STREET SECTION 01010 - PAGE 2
6. All construction vehicles shall park on the construction site or at a location(s)
indicated on the approved plan. Hours of construction for public improvements
shall be 8:00 AM to 5:00 PM, Monday through Friday. No construction activities
are allowed on Saturdays, Sundays, or government holidays. Construction
activities include all field maintenance of equipment, refueling, and pick-up or
delivery of equipment as well as the actual construction activity.
7. The contractor shall notify Project Engineer and City of Roseburg inspector forty-
eight (48) hours in advance of starting construction and twenty-four (24) hours
before resuming work after shut downs, except for normal resumption of work
following Saturdays, Sundays, or holidays.
8. The Contractor shall notify Central Oregon & Pacific Railroad - Genesee &
Wyoming inspector ten (10) days in advance of starting construction per the
permit.
9. The contractor shall keep an approved set of plans on the project site at all times.
10. Any review or inspection by the City of Roseburg, county, state, federal agency, or
Project Engineer shall not, in any way relive the contractor from any obligation to
perform the work in compliance with the applicable codes and regulations, City of
Roseburg standards, and project documents.
11. Traffic control is required when equipment is in the parking lot and the roadway is
open to through traffic.
12. The Contractor shall sweep the existing pavement at the end of each day's work.
2. MATERIALS - NOT USED
3. WORKMANSHIP - NOT USED
END OF SECTION

CITY OF ROSEBURG MEASUREMENT AND PAYMENT
STORM DAMAGE REPAIR 1700 BLOCK MILL STREET SECTION 01025 - PAGE 1
SECTION 01025
MEASUREMENT AND PAYMENT
1. GENERAL
A. Measurement of Quantities
1. All Work completed under the Contract will be determined by the Engineer using
United States Customary Units of Measurement. The method of measurement and
computations to be used in determination of quantities of materials furnished and
of work performed under the Contract will be those methods generally recognized
as conforming to good engineering practices.
2. The Work completed under this Contract will be measured in accordance with the
Contract Documents.
3. The term "Lump Sum" when used as an item of payment will mean full
compensation for the Work described in the Contract Documents. When a
complete structure or structural unit (in effect, lump sum" work) is specified as the
unit of measurement, the unit will be construed to include all necessary fittings and
accessories.
B. Scope of Payment
1. Work shown in the Plans or described in Specifications for which no item is listed
as part of the Contract Price or included in the payment description in this section
shall be included in a Unit Price or Lump Sum item and will be considered to be
included in the total Contract Price.
2. The Unit Price and Lump Sum price for furnishing each item of Work listed in the
Contract Price shall include all labor, materials, tools, equipment, superintendence,
and incidentals necessary to perform and complete the Work, including profit,
overhead costs, permit and license fees, royalties, and applicable taxes and fees.
3. Payments for Lump Sum items will be made in proportion to the amount of Work
accomplished as determined by the Engineer as of the "period ending date" of each
Partial Payment Estimate. Contractor shall provide a schedule of values for each
lump sum item over $10,000.
4. Payment for Materials on Hand - Partial payments may be made for materials and
equipment on hand.
5. Payment for Work completed shall be made in accordance with this section and
other applicable sections.
C. Basic Bid - Unit Price Description
1. Construction Facilities and Temporary Controls
a. Payment for Construction Facilities and Temporary Controls shall be on
a lump sum basis. The lump sum payment shall be full compensation for
mobilization, temporary utilities, fences and barricades, temporary
construction, safety requirements, environmental controls, and
restoration and cleanup, record drawing updates, coordination, public

CITY OF ROSEBURG MEASUREMENT AND PAYMENT
STORM DAMAGE REPAIR 1700 BLOCK MILL STREET SECTION 01025 - PAGE 2
convenience, field engineering, regulatory requirements, special project
requirements, construction scheduling, submittals and Contract closeout.
b. Payment shall also include preparation, submittal, and implementation of
traffic control plan including placement and removal of temporary signs;
placement and removal of all necessary tubular markers; flaggers, all
necessary equipment, special apparel, flagging equipment, illumination,
signs, cones, and all other traffic control measures as required for
completion of the work in accordance with the specifications and
applicable permits. All related labor, miscellaneous materials and
workmanship needed to maintain the traffic control during the overall
construction shall be included in the lump sum payment.
c. Payment for by-pass pumping, erosion control, and control of water shall
be included in the lump sum payment.
2. Miscellaneous Demolition and Site Preparation
a. Payment for Miscellaneous Demolition and Site Preparation shall be on a
lump sum basis and shall include demolition and the removal and
disposal of all structures, and facilities that are not covered by individual
bid items.
b. Payment shall include clearing, grubbing, removal and disposal of
vegetation including, stumps, roots, shrubs and trees as required for the
storm drain improvements. A separate payment will not be made for this
work.
c. Payment for removal and disposal of excavated material from the trench
as required for the removal of existing storm drain lines, and
appurtenances shall be included within the lump sum price.
d. Payment for the removal and disposal of asbestos-containing pipe as
required for the new improvements shall be included within the lump
sum price for Miscellaneous Demolition and Site Preparation. The
overall amount of asbestos containing pipe on the project is unknown.
The Contractor shall properly remove and dispose of all existing asbestos
containing pipe that is exposed on the project at no additional cost to the
Owner. A separate payment will not be made for this work.
e. Payment for complete removal and disposal of existing storm drain
manhole frame, lid, and cone shall be included in the lump sum price.
Slurry fill and backfill of the existing manhole structure shall also be
included in the lump sum price.
f. Existing utilities and infrastructure shall be protected in place. If removal
and reinstallation of existing structures is required to complete the work,
the existing structure shall be protected from damage during removal and
reinstallation. Removal of structures must be approved by Engineer.
3. Slurry Fill Existing Storm Drain Line

CITY OF ROSEBURG MEASUREMENT AND PAYMENT
STORM DAMAGE REPAIR 1700 BLOCK MILL STREET SECTION 01025 - PAGE 3
a. Payment for Slurry Fill Existing Storm Drain Line under the railroad will
be made on a cubic yard basis. No additional payment will be entitled to
the Contractor for excess slurry ordered, but not used.
b. Payment shall include all temporary measures, including de-watering,
necessary excavation, slurry fill including placement thereof, end caps
and associated injection and fill ports, cleanup and all other requirements
for a complete abandonment of the existing storm drain line.
4. Rock Excavation
a. Payment for Rock Excavation shall be made on a cubic yard basis - field
measurement shall be verified by the Engineer. Payment under this item
includes rock excavation required for placement of underground utilities.
b. Rock Excavation shall be approved by the Engineer prior to any work.
Rock Excavation is defined in Section 02221.
c. For rock excavation encountered during the trench excavation, the
maximum trench width for payment purposes shall not exceed 12-inches
outside the diameter of the pipe on each side. Depth shall be field
determined, but will not include excavation that exceeds 6-inches below
the bottom of pipe. Length shall be field determined.
5. Foundation Stabilization
a. Payment for Foundation Stabilization shall be made on a cubic yard
basis, truck measure. Payment shall include all excavation, removal and
disposal of existing materials excavated and placement of new
foundation material.
b. Foundation Stabilization shall only be placed at the direction of the
Engineer.
6. Railroad Crossing (Bore)
a. Payment for Railroad Crossing (Bore) shall be on a lineal foot basis
regardless of size, type, and depth of carrier pipe and casing. Payment
shall include compensation for excavation of a launching and receiving
pit for jacking and boring, backfill, shoring and bracing, dewatering,
bypass pumping, casing, carrier pipe, spacers, end seals, fittings, special
equipment, and all incidental work required to complete the Railroad
Crossing. A separate payment will not be made for these items.
7. Storm Drain Line
a. Payment for Storm Drain Line shall be made on a lineal foot basis
regardless of size, type, and depth. Measurement for payment quantities
shall be based on measured horizontal length.
b. Payment shall include compensation for demolition, removal and
disposal of existing storm lines, pipe, backfill, pipe zone, fittings, pipe
slope anchors, transition couplings, connection to existing storm drain
lines, compaction, toning wire, locator tape, appurtenances, bypass

CITY OF ROSEBURG MEASUREMENT AND PAYMENT
STORM DAMAGE REPAIR 1700 BLOCK MILL STREET SECTION 01025 - PAGE 4
pumping, manhole connections, dewatering, testing, television
inspection, and all related work.
8. Storm Drain Manhole
a. Payment for Storm Drain Manhole shall be made on a unit price basis
per each, regardless of backfill class or depth, and shall include
compensation for excavation, dewatering, bypass pumping, manhole
base and sections, frame and lid, gaskets, adjustment rings, aggregate
base, shoring, backfill, grout, testing, and all incidental work for a
complete installation.
b. Payment shall also include all inlet and outlet connections, including
flexible fittings, pipe sections, connection to the existing and new storm
pipe, and grouting pipe connections and channel.
c. Determination of connection quantity, size, orientation, elevations, pipe
material, reviewing findings with Engineer, and allowing for minor
design changes based on field conditions shall be included within the
unit price.
d. Payment shall also include the final adjustment of the manhole frame and
lid to match finish grades, reinforcing steel, cast-in-place concrete,
precast concrete grade rings, steel riser rings, aggregate base, and all
necessary work for complete adjustment.
9. Slope Protection
a. Payment for Slope Protection will be made on a cubic yard basis, truck
measure of the new rip rap material. Payment shall include all
excavation, removal and disposal of existing materials excavated and
placement of new rip rap material.
10. Landscaping & Restoration
a. Payment for Landscaping shall be made on a lump sum basis. Payment
shall include topsoil, hydroseeding, fertilizer, seeding, mulch and other
materials and work required for completing the work.
b. Payment shall include new ditching and ditch restoration as shown on the
plans.
2. MATERIALS - NOT USED
3. WORKMANSHIP - NOT USED
END OF SECTION