H.01.03 Plan&Specs Craney Island Sand Reclamation Signed.pdf

PDF 24 MB Posted Aug 3, 2020

Attached to: Craney Island Sand Reclamation Dredging, CIDMMA Portsmouth, VA (Abstract of Offers)
Solicitation number: W9123620B5001
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity issued by the Department of the Army Corps of Engineers Engineering District Norfolk. The solicitation seeks bids for the Craney Island Sand Reclamation Project located in Portsmouth, Virginia. The solicitation number is W9123620B5001 and it is a 100% small business set-aside for a firm fixed price invitation for bid. Bids are due on July 31st, 2020 for dredging services to reclaim sand at the Craney Island Dredged Material Management Area. The scope of work involves dredging and transporting sand from the Craney Island facility to replenish eroded shorelines in the area.

View the file

Other files

File	Type	Posted
B.01.02 Abstract of Offerors Page 1 W9123620B5001.pdf	PDF	Sep 2, 2020
B.01.02 Abstract of Offerors Page 2 W9123620B5001.pdf	PDF	Sep 2, 2020
A.02.01 Amendment 0003 Solicitation W9123620B5001 Craney Island Sand Reclamation.pdf	PDF	Aug 28, 2020
A.02.01 Amendment 0002 Solication W9123620B5001 Craney Island Sand Reclamation.pdf	PDF	Aug 25, 2020
A.02.01 Craney Island Sand Reclamation_W9123620B5001_Amendment 0001.pdf	PDF	Aug 12, 2020
H.01.03 Plan&Specs Craney Island Sand Reclamation.pdf	PDF	Jul 31, 2020
A.02.01 Solicitation W9123620B5001 Craney Island Sand Reclamation.pdf	PDF	Jul 31, 2020

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CRANEY ISLAND

SAND RECLAMATION

PLANS AND SPECIFICATIONS

PORTSMOUTH, VIRGINIA

Craney Island Sand Reclamation 2020CISR

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15

LIST OF DRAWINGS

01/07

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

SECTION 00 01 15

LIST OF DRAWINGS

01/07

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. TITLE NORFOLK DISTRICT FILE NO.

Craney Island Sand Reclamation Plans:

1) TITLE SHEET CRA.2019-10-15.PS(1)

2) LOCATION MAP CRA.2019-10-15.PS(2)

3) LEGEND AND GENERAL NOTES CRA.2019-10-15.PS(3)

4) OVERALL PLAN AND WORK AREA CRA.2019-10-15.PS(4)

5) OVERALL PLAN AND WORK AREA CRA.2019-10-15.PS(5)

6) OVERALL PLAN AND WORK AREA CRA.2019-10-15.PS(6)

7) EXISTING CONDITIONS CRA.2019-10-15.PS(7)

8) BORING LOGS CRA.2019-10-15.PS(8)

9) BORING LOGS CRA.2019-10-15.PS(9)

10) BORING LOGS CRA.2019-10-15.PS(10)

11) PAY PRISM CRA.2019-10-15.PS(11)

12) PAY PRISM CRA.2019-10-15.PS(12)

13) PLACEMENT SITE CRA.2019-10-15.PS(13)

14) PLACEMENT SITE CRA.2019-10-15.PS(14)

15) PLACEMENT SITE CRA.2019-10-15.PS(15)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

DOCUMENT 00 01 15 Page 2

CRANEY ISLAND DMMA

SAND RECLAMATION

PLANS FOR CONSTRUCTION

HAMPTON ROADS, VIRGINIA

US Army Corps of Engineers Norfolk District

C R

N D

D M

M A

D R

R C

O N

U C

N R

S, V

Eric Legaspi Digitally signed by Eric Legaspi Date: 2020.06.30 14:37:20 -04'00'

Michael L. Anderson Digitally signed by Michael L. Anderson Date: 2020.06.30 10:10:49 -04'00'

Keith B Lockwood Digitally signed by Keith B Lockwood Date: 2020.07.02 08:40:17 -04'00'

Gregory C. Steele Digitally signed by Gregory C. Steele Date: 2020.07.15 11:36:12 -04'00'

N M

VICINITY MAP

VIRGINIA

CRANEY ISLAND

C R

N D

D M

M A

D R

R C

O N

U C

N R

S, V

PROJECT

VICINITY

PROJECT

LOCATION

A N

D G

3 15

C R

N D

D M

M A

D R

R C

O N

U C

N R

S, V

N D

D M

M A

D R

R C

O N

U C

N R

S, V

N D

W O

R K

N D

D M

M A

D R

R C

O N

U C

N R

S, V

N D

W O

R K

(C O

1 2

N D

D M

M A

D R

R C

O N

U C

N R

S, V

N D

W O

R K

(C O

N D

D M

M A

D R

R C

O N

U C

N R

S, V

G C

O N

N D

D M

M A

D R

R C

O N

U C

N R

S, V

L O

G S

8 15

C R

N D

D M

M A

D R

R C

O N

U C

N R

S, V

N D

D M

M A

D R

R C

O N

U C

N R

S, V

L O

G S

(C O

9 15

C R

N D

D M

M A

D R

R C

O N

U C

N R

S, V

N D

D M

M A

D R

R C

O N

U C

N R

S, V

L O

G S

(C O

10 15

C R

N D

D M

M A

D R

R C

O N

U C

N R

S, V

N D

D M

M A

D R

R C

O N

U C

N R

S, V

3 4

8 7 6 5

A B C

N D

D M

M A

D R

R C

O N

U C

N R

S, V

M (C

O N

N D

D M

M A

D R

R C

O N

U C

N R

S, V

N D

D M

M A

D R

R C

O N

U C

N R

S, V

O N

N D

D M

M A

D R

R C

O N

U C

N R

S, V

O N

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 DESCRIPTION OF CRANEY ISLAND DREDGE MATERIAL MANAGEMENT AREA

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 GENERAL

1.2.2 Project Description

1.2.2.1 Sand Reclamation Dredging

1.2.2.2 Water Pumping

1.2.2.3 Containment Dike

1.2.2.4 Placement

1.2.3 Location

1.2.4 Safety Requirements

1.3 TRANSPORTATION FACILITIES

1.3.1 Use of Roads

1.3.2 Cleated Vehicles

1.4 SPECIAL CONTRACTOR REQUIREMENTS

1.4.1 COORDINATION IN WORK AREAS

1.4.1.1 Sharing of Roadways and Work Areas

1.4.1.2 Work Hour Restrictions

1.4.1.3 Existing Utility Location

1.4.1.4 Digging Permits

1.4.2 Project Phasing and Performance Period

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.5.1 Schedule

1.5.2 Records

1.5.3 Impacted Days

1.6 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

1.7 HISTORICAL AND ARCHAEOLOGICAL FINDS

1.8 EQUIPMENT-IN-PLACE LIST

1.9 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.9.1 Allowable Costs

1.9.2 Rental Costs

1.9.3 Equipment Costs

1.10 SUBCONTRACTS AND WORK COORDINATION

1.11 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

1.12 PROFIT

1.12.1 Weighted Guidelines

1.12.2 Value

1.12.2.1 Degree of Risk

1.12.2.2 Relative Difficulty of Work

1.12.2.3 Size of Job

1.12.2.4 Periods of Performance

1.12.2.5 Contractor's Investment

1.12.2.6 Assistance by Government

1.12.2.7 Subcontracting

SECTION 01 11 00 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 DESCRIPTION OF CRANEY ISLAND DREDGE MATERIAL MANAGEMENT AREA

The Craney Island Dredged Material Management Area (CIDMMA) is a 2,500 acre confined dredged material disposal site located at the north end of the city of Portsmouth near Norfolk, Virginia. CIDMMA serves as a long-term disposal site for material dredged from the rivers, channels and ports in the Norfolk Harbor area. By 2010, the site had received over 253 million cubic yards of dredged material. The heights of the dikes are being raised to increase the site's storage capacity. The site is divided into three large storage cells that are contained by compacted soil dikes that range from 30 to 40 feet high. The top of the dikes serve as roadways and are interconnected. The site is a peninsula that is approximately 2 miles wide by 2 miles long that extends into the Norfolk Harbor. The south end includes access roads, the USACE office, and the Contractor's laydown yard.

Access to the site is limited and must be approved by the site's USACE office. A permanent crew of USACE personnel maintains the roads, dikes and associated structures. The island is a known nesting area for protected birds during the March 1 through August 15 period which may cause delays.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 GENERAL

The Contractor shall provide construction services, including personnel, transportation, mobilization/demobilization, equipment, and materials required in connection with the services described in this Scope of Work.

The services shall be performed in accordance with the technical and special provisions contained herein. Services not specifically described herein are nevertheless required if they can be identified as an item commonly a part of normally expected and/or professional grade work of a comparable nature. The work shall be performed in accordance with the Contract, manufacturer's recommendations, and state building codes.

1.2.2 Project Description

This project involves sand reclamation dredging within the Craney Island Dredge Material Management Area (CIDMMA). Dredging within the CIDMMA is necessary to maximize cell capacity and to extend the design life of the facility by reclaiming material to raise the perimeter dikes. Current methods of extracting material within the CIDMMA have proven successful for nearly six decades; however, hazardous conditions within the CIDMMA often limit the distance from the perimeter dikes with which reclamation efforts can take place. Through the use of a hydraulic cutterhead pipeline dredge, material located within the center of the North Cell will be transported to a placement site closer to the perimeter dikes, where natural sorting of the material will separate the sands from the fines. For a detailed description of the dredging area and limits of construction, see the project drawings in Section 00 01 15.

SECTION 01 11 00 Page 3

1.2.2.1 Sand Reclamation Dredging

Sand reclamation dredging shall occur within the area specified on the plans in Section 00 01 15. Dredging will be by means of a cutter-head suction dredge and pipeline..

1.2.2.2 Water Pumping

Water pumping will be required to provide adequate draft of the dredging vessel and hydraulic transport of the dredge material to the placement location. Water will be taken directly from the Elizabeth River for non-consumptive use only in the case the water level inside the CIDMMA is insufficient to maintain dredge plant operation.

1.2.2.3 Containment Dike

The containment dike will be located in the area defined by the plans and will act as an earthen barrier between the placement site and the dredging area. The purpose of the dike is to both route the return flow of transport water toward the spill-boxes to the west and to contain the placed sand for storage. A containment dike shall be constructed using Government provided material located within the Limits of Construction, and generated from excavation and dredging operations under this contract per the design detailed in the plans. Material reclaimed from within the limits of the Dredging Area shall be used to the maximum extent practicable to construct a stable Containment Dike.

1.2.2.4 Placement

Dredged material will be hydraulically pumped to the designated placement area behind the constructed containment dike to allow for natural sorting of the material and the retention of sands. The material shall be reworked to meet the cross-section dimensions as specified in the contract drawings found in Section 00 01 15.

1.2.3 Location

The work is located at the Craney Island Dredged Material Management Area which is located at the north end of the city of Portsmouth, Virginia on a peninsula extending into the Norfolk Harbor. Craney Island is directly west of downtown Norfolk, VA. The exact location is shown on the plans.

The USACE office is at the south-east corner of the site at: 4599 River Shore Road, Portsmouth, VA 23703 and can be contacted at 757-201-7605.

Access to the site is limited by fencing and access gates and requires USACE approval.

1.2.4 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1.

1.3 TRANSPORTATION FACILITIES

The Facility is served by secondary compact soil, unpaved roads around the perimeter with three connecting crossroads. Road(s) within the Facility that the Contractor proposes to be used shall be subject to prior approval of the Facility authorities. Haul and connecting roads used by Contractor shall be maintained throughout construction and shall be restored to as good condition as existed prior to their use. The Contractor shall also construct, subject to approval, such temporary haul

SECTION 01 11 00 Page 4 roads and ramps as may be deemed necessary for conducting his work. Any such temporary construction shall be removed and the affected area restored to its original condition before demobilization from the site.

All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be borne by the Contractor. The condition of the construction access route roadways shall be documented in writing and supplemented with pictures and video. The report shall be submitted to the Contracting Officer prior to starting the construction. Any existing roads, structures, or utilities damaged by moving equipment and materials to the construction site and during construction shall be repaired and/or replaced by the Contractor at no additional cost to the government.

1.3.1 Use of Roads

Hard-surfaced paved and unpaved roads from major and primary municipal roads serve the exterior side of the site. The movement of all vehicles shall be confined to the roads designated and shall comply with traffic regulations. The Contractor shall keep all roads on Craney Island clear of all obstructions and free of mud and other foreign materials resulting from operations. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles, or vehicles with flashing lights. Speed limits and traffic controls shall be observed.

1.3.2 Cleated Vehicles

Cleated vehicles shall not be moved over surfaced roads except at the immediate site of the area where they are to be used.

1.4 SPECIAL CONTRACTOR REQUIREMENTS

1.4.1 COORDINATION IN WORK AREAS

1.4.1.1 Sharing of Roadways and Work Areas

During the period of this contract, in addition to Government personnel and equipment working at the site, other contractors may be on the facility for the construction of other features of work that is on or adjacent to the site being accomplished under this contract. This work includes the pumping of new dredge material into the storage cells using pipelines from the river; and dike, borrow area, and road work. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors. Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer (CO) and the CO’s decision shall be final.

1.4.1.2 Work Hour Restrictions

The contractor may work on site 24 hours a day, 7 days a week.

1.4.1.3 Existing Utility Location

Existing utilities must be located before doing any digging work on Facility. The Contractor shall be responsible to contact Miss Utility, obtain all necessary existing utility locations, which may be necessary to accomplish his work, and mark any utility lines in the immediate vicinity of his work. It shall be the responsibility of the Contractor to contact Miss Utilities at 1-800-552-7001 for locating commercial utilities 48

SECTION 01 11 00 Page 5 hours prior to digging operations.

1.4.1.4 Digging Permits

As the Government manages this site, they are responsible for obtaining all digging and/or site permits, including associated locating and marking services, in accordance with local and The Commonwealth of Virginia's requirements. The Contractor is not required to obtain additional permits for the work included in this contract.

1.4.2 Project Phasing and Performance Period

Refer to Section 00 21 00 INSTRUCTIONS for the period of performance.

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause 52.249-10 entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

c. All awards or extensions for time shall be at the sole discretion of the Contraction Officer or their representative.

1.5.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

10 9 8 6 7 7 9 6 5 5 6 9

1.5.2 Records

Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the

SECTION 01 11 00 Page 6 occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.5.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clauses entitled "Default (Fixed Price Construction)".

1.6 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors. Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer(CO)and the CO's decision shall be final. Also, during the period of this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.7 HISTORICAL AND ARCHAEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archaeological data, the Contractor shall immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations, and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

SECTION 01 11 00 Page 7

1.8 EQUIPMENT-IN-PLACE LIST

The Contractor shall maintain a list of equipment installed under the terms of the contract. In the event that the contract includes more than one building or facility, a list must be maintained for each and delivered to the Contracting Officer upon acceptance of each building or facility.

Forms to be used for this purpose shall be obtained from the Area Engineer's Office. The list shall include the following:

a. Contract number

b. Description of item

c. Model number

d. Serial number

e. Capacity

f. Name of manufacturer

g. Address of manufacturer

h. Condition of item

i. Replacement cost

j. Name of person who checked item

1.9 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.9.1 Allowable Costs

Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the Contractor's accounting records. When both ownership and operating costs cannot be determined from the Contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region I or II as applicable. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply.

For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

1.9.2 Rental Costs

Equipment rental costs are allowable, subject to the applicable provisions of the Federal Acquisition Regulations, and shall be substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased form an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

1.9.3 Equipment Costs

When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on the Standard Form 1411, "Contract Pricing Proposal Cover Sheet". By

SECTION 01 11 00 Page 8 submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.10 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS", "PERMITS AND RESPONSIBILITIES", and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

a. Divisions or sections of specifications are not intended to control the Contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on Corps of Engineers projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.11 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit executed CENAO Form 987, Construction Manpower and Equipment Report daily. The report shall include manpower and equipment for the general and subcontractors. Forms are available from the Contracting Officer.

1.12 PROFIT

1.12.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20 Relative difficulty of work 15 Size of Job 15 Period of performance 15 Contractor's investment 05 Assistance by Government 05 Subcontracting 25

SECTION 01 11 00 Page 9

1.12.2 Value

Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

1.12.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Job items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.12.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

1.12.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

1.12.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

1.12.2.5 Contractor's Investment

To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

1.12.2.6 Assistance by Government

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government owned property, equipment and facilities, and expediting assistance.

1.12.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

SECTION 01 11 00 Page 10

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR WORK REQUIREMENTS

1.2.1 Personnel Restrictions

1.2.2 Transportation Restrictions

1.2.3 Methane Gas Hazard

1.2.4 Security and Public Safety of Work Areas

1.2.5 Noise Control and Abatement

1.3 CRANEY ISLAND WORK RESTRICTIONS

1.3.1 Entrance and Access Route

1.3.2 Roadway Use

1.3.3 Freeboard and Ponding Depth

1.3.4 Dike Stability

1.4 PHYSICAL DATA

1.4.1 Physical Conditions Information

1.4.2 Site Related Weather Conditions

1.5 INSPECTION

1.5.1 General Inspection Requirements

1.6 CONTRACTOR ACCESS AND USE OF PREMISES

1.6.1 Activity Regulations

1.6.2 Working Hours

1.6.3 Work Outside Regular Hours

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Safety and Lighting Plan; G

For evening/night work, Contractor must submit and have a pre-approved safety and lighting plan specific to the planned work.

1.2 CONTRACTOR WORK REQUIREMENTS

All activities at Craney Island Dredged Material Management Area shall be conducted in accordance with Norfolk District Regulation DR 1130-2-4 that is attached at the end of the specifications; and per Commander’s Policy Memorandum Number WRD-01 (see attached). Point of contact for review of the Regulation or to visit the site is Carlos Quinones, telephone (757)484-1021.

1.2.1 Personnel Restrictions

Personnel working at Craney Island are limited to the immediate site areas where work is to be performed and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Craney Island Dredged Material Management Area which pertain to personnel.

1.2.2 Transportation Restrictions

Roads within the Craney Island reservation, if proposed to be used by the Contractor, shall be subject to prior approval of the Facility Manager and such roads, if used, shall be maintained throughout construction and restored to as good condition as existed prior to their use. Other roads may be used only with the approval of the Facility Manager. The Contractor shall keep all roads free of mud and other foreign materials resulting from his operations. All temporary construction shall be removed and the affected areas restored to their original condition. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles and vehicles with flashing lights. Craney Island speed limits and traffic controls shall be observed. All costs for the use of existing transportation facilities, and for the removal of temporary construction and subsequent restoration, shall be borne by the Contractor.

SECTION 01 14 00 Page 2

1.2.3 Methane Gas Hazard

Low pressure subterranean methane gas is continuously present at Craney Island. Open-flame, including smoking, and operation of spark producing devices will not be allowed within 50 feet of earthwork operations.

1.2.4 Security and Public Safety of Work Areas

The work areas are not accessible to the general public; however, the Contractor is informed the Government will not undertake to exclude the public or restrict public access to the work areas during the work. The Contractor shall be solely responsible for protection of the public at all times for the duration of the contract and fully comply with the provisions of OSHA safe working practices and the Safety and Accident Prevention requirements of these specifications.

During the period of this contract, other contractsmay be in force and Government personnel may be constructing other features of work on or adjacent to the site of work being accomplished under this contract.

The Contractor shall arrange his plant, and shall schedule and perform this work, so as to effectively cooperate with all other contractors and Government agencies. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other personnel at the site. Should there be any conflict between these limits, the Contractor shall immediately notify the Contracting Officer of the conflict, and the Contracting Officer’s decision shall be final.

1.2.5 Noise Control and Abatement

The Contractor shall employ the use of properly installed and maintained mufflers, silencers, and manufacturer's recommended sound suppressors on all plant, machinery, and equipment used on this work. The use of sound signals such as whistles, horns, or bells shall not be used if two-way radio communication can accomplish the required function.

1.3 CRANEY ISLAND WORK RESTRICTIONS

1.3.1 Entrance and Access Route

The Contractor shall enter the CIDMMA from the contractor entrance along the southern boundary of the property or by means of the bulkhead within the Rehandling Basin, as described by the contract drawings found in Section 00 01 15. Alternative entrances and access routes to the work area shall be approved by the Contracting Officer's Representative and the facility manager.

The Contractor shall evaluate the adequacy of the bulkhead for performing any heavy lift activities. Any damage to the bulkhead by the heavy lift activities shall be promptly repaired at the Contractor's expense.

1.3.2 Roadway Use

The Contractor’s traffic on roads to and from the site shall interfere as little as possible with other traffic. Repair damage to existing roads caused by construction operations. Conduct work so as to minimize obstruction of traffic and maintain traffic on at least half of the roadway width. Obtain approval from the Contracting Officer prior to starting activities that obstruct traffic. All vehicle or equipment utilizing the

SECTION 01 14 00 Page 3 roadways must be equipped with rubber-tired wheels.

1.3.3 Freeboard and Ponding Depth

The Contractor shall employ proper dredging, carrier water pumping, and placement methods to ensure that adequate ponding depth is maintained within the dredging area to adequately float the dredge plant. A minimum of three (3) feet of freeboard, measured at the minimum dike elevation, shall be maintained when water ponding is present at the spillbox location at all times. The Contractor shall immediately notify the Craney Island Facility Manager and the Contracting Officer if the freeboard drops below four (4) feet at the spillbox.

Within the designated placement area, as shown on the plans, placed sandy material shall not exceed the top elevation of the constructed containment dike or existing perimeter dikes.

1.3.4 Dike Stability

The Contractor shall immediately suspend dredging and placement operations in the event of any dike failure, if dikes are being scoured by dredging, or if dike failure appears to be imminent. The Contractor may resume work only after suitable permanent repairs to the dike have been made. No material shall be allowed to flow on the roadways around the disposal area or be deposited in a manner that will erode the dike slopes.

1.4 PHYSICAL DATA

1.4.1 Physical Conditions Information

The physical conditions indicated on the drawings and in the specifications are the result of site investigations and surveys. Information and data furnished or referred to below is furnished for the Contractor's information; however, it shall be expressly understood that the Government will not be responsible for any interpretation or conclusion drawn from this information or data by the Contractor.

1.4.2 Site Related Weather Conditions

Complete weather forecasts, records and reports may be obtained from the National Weather Service in Wakefield, Virginia, telephone (757) 899-4200, Menu selection service or operator assisted as applicable. The Contractor shall satisfy himself as to the hazards likely to arise from the weather conditions during the contract period.

1.5 INSPECTION

1.5.1 General Inspection Requirements

The presence of the construction representative shall not relieve the Contractor of responsibility for the proper execution of the work in accordance with the specifications.

1.6 CONTRACTOR ACCESS AND USE OF PREMISES

1.6.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar

SECTION 01 14 00 Page 4 with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.6.2 Working Hours

Regular working hours are between 6.00 a.m. and 6.00 p.m., Monday through Friday, excluding Government holidays.

1.6.3 Work Outside Regular Hours

Work outside regular working hours is permitted. There is very limited existing lighting of the dike roadways and work areas and any work after sunset will require Contractor supplied light plants.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

05/08

PART 1 GENERAL

1.1 SUBMITTALS

1.2 Single Job Payment Items

1.2.1 Payment Item No. 0001 Mobilization

1.2.1.1 Mobilization

1.2.1.2 Demobilization

1.2.2 Payment Item No. 0003 Carrier Water Pumping

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Payment Item No. 0002 Reclamation Dredging and Conventional

Placement

1.3.2 Payment Item No. 0004 Surveys

1.3.3 Payment Item No. 0005 Containment Dike Earthwork

1.4 MONTHLY PARTIAL PAYMENTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

05/08

PART 1 GENERAL

1.1 SUBMITTALS

Not Used.

1.2 Single Job Payment Items

Payment items for the work of this contract for which contract job payments will be made are listed in Section 00 10 00"BIDDING SCHEDULE" and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Payment Item No. 0001 Mobilization

All costs connected with the mobilization and demobilization of all of the Contractor's equipment as defined below will be paid for at the contract job price for this item. Sixty percent of the job price will be paid to the Contractor upon completion of his mobilization at the work site. The remaining forty percent will be paid to the Contractor upon completion of demobilization. In the event the Contracting Officer considers that the amount in this item, sixty percent which represents mobilization and forty percent which represents demobilization, does not bear a reasonable relation to the cost of the work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment of actual mobilization costs, as determined by the Contracting Officer, at the completion of mobilization, and actual demobilization costs, as determined by the Contracting Officer, at the completion of demobilization. The determination of the Contracting Officer is not subject to appeal.

1.2.1.1 Mobilization

Mobilization shall include all costs for operations accomplished prior to commencement of actual construction operations. This shall include, as a minimum, the following:

a. Transportation of personnel, equipment, and materials to the job site.

b. Any required labor and materials to set up working operations (i.e.

administrative, electricity, telephone, lay down area preparations, etc.)

c. Construction of an access corridor for dredge plant mobilization

SECTION 01 22 00 Page 2 within the CIDMMA.

d. All costs for any other associated work that is necessary in advance of the actual project.

1.2.1.2 Demobilization

Demobilization shall include general preparation for closeout of project including, but not limited to Transportation of personnel, equipment, and materials from the job site, decommissioning of temporary facilities, etc.

1.2.2 Payment Item No. 0003 Carrier Water Pumping

Payment for "Carrier Water Pumping" shall be made as a "Job" price.

Carrier water will be required to provide and/or recirculate water for adequate draft of the dredging vessel and hydraulic transport of dredge material to the placement location. Priority will be given to using water from within CIDMMA but surface water may be taken directly from the Elizabeth River for non-consumptive use only in the case that the water level is not sufficient to maintain operation.

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Payment Item No. 0002 Reclamation Dredging and Conventional Placement

Payment to be made for all costs associated with dredging shall include the cost of removal and placement of material as indicated and specified, exclusive of the mobilization and demobilization as defined above. The total amount of material removed and to be paid for under this payment item will be measured by the cubic yard in situ by computing the volume between the bottom surface shown by soundings of the last surveys made before dredging, and the bottom surface shown by the soundings of surveys made as soon as practicable after the work has been completed. The volume for measurement and payment shall include the material within the limits of side slopes described in paragraph "Required Dredging Prism and Side Slopes" of SECTION 35 20 23. The drawings are believed to accurately represent conditions at the time of the surveys indicated. New soundings shall be taken before dredging as specified in paragraph "Before and After Dredging Surveys" of SECTION 35 20 23. The Contractor's unit price for dredging, based on the above method of computation of the quantity for payment, shall include changes caused by the Contractor's operations that might occur during the period between the surveys before dredging and the surveys for acceptance of the work. Computations for payment purposes will be made by the Government using, as defined in the USACE Hydrographic Survey Manual EM 1110-2-1003, the Average End Area (AEA) method, Triangulated Irregular Network (TIN) method, or a combination of these methods at the discretion of the Government, utilizing electronic data processing software and machines for the calculations. Determination of quantities removed and the deductions made to determine quantities in place to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

1.3.2 Payment Item No. 0004 Surveys

Payment for "Surveys" shall be per Each survey. The Contractor shall perform a Before-Dredging Survey and an After-Dredging Survey of each

SECTION 01 22 00 Page 3

Acceptance Section. The After-Dredging Survey of each upper lift Acceptance Section will serve as the Before-Dredging Survey of the lift lying immediately below, as applicable and in accordance with Section 35 20 23, paragraph 1.4.4 Acceptance Sections and as referenced on the plans. The Contractor shall also perform After-Placement surveys of the containment dike to ensure that the dike meets the dimension and location requirements as specified in the plans as detailed in the contract drawings and specifications. The Government will pay for one additional After-Dredging Survey for each of the three lowest lift Acceptance Sections should additional dredging be required to meet the contract requirements. A maximum of 21 Surveys will be paid by the Government, including up to 18 Dredging Surveys and up to 3 Containment Dike Surveys.

1.3.3 Payment Item No. 0005 Containment Dike Earthwork

This bid item includes payment for "Containment Dike Earthwork" and shall be by Linear Foot of constructed dike accepted by the Government as detailed in the contract drawings and specifications. Work at the borrow site included in this bid item including excavation, mixing of materials, transport to the containment dike construction area, and maintenance of the dike. All methods, material and labor required to construct this item in accordance with plans and specifications shall be all inclusive and complete. All slopes, grades, and elevations shall be maintained for the duration of the contract. All work and quantities shall be verified and approved by the Contracting Officer's Representative.

1.4 MONTHLY PARTIAL PAYMENTS

Monthly partial payments will be based on Section 01 32 01 PROJECT SCHEDULE, paragraph 3.2.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/08

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROGRESS AND COMPLETION PICTURES

1.3 PRECONSTRUCTION CONFERENCE

1.3.1 Scheduling

1.3.2 Purpose

1.3.3 Discussion Items

1.4 OTHER MEETINGS DURING THE CONTRACT

1.5 MINUTES OF MEETINGS

1.6 LIST OF SUBCONTRACTORS

1.7 NOTICE TO PROCEED (NTP)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/08

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Progress and completion pictures

1.2 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions during clearing and excavation operations. Provide during the first month and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 1200 dpi minimum resolution in JPEG file format showing the work. Take a minimum of 20 digital photographs at the dredged material placement site.

Show final completed Dredged Material Placement area and key features.

Submit two sets of digital photographs each set on a separate CD-R, in the first and last month of the project. Include on the second CD all photos taken. Include photographs demonstrating environmental procedures.

Photographs for the two months shall be in a separate monthly directory and each file shall be named to indicate its subject, location and direction in which the camera is looking. All file names shall include a date designator. Cross reference submittals in the appropriate daily report.

Photographs shall be provided for unrestricted use by the Government.

1.3 PRECONSTRUCTION CONFERENCE

1.3.1 Scheduling

After award of the construction contract and prior to the start of any construction work, the Contracting Officer's Representative (COR) will schedule and conduct an initial preconstruction conference. The Contractor's Project Manager, Superintendent and Quality Control System Manager shall attend this meeting. The Contractor is encouraged to have an officer of his company (Project Manager could be this person) and representation from each of his sub-contractors and major construction work divisions at the conference. The conference will be held at a location and time as specified by the COR.

1.3.2 Purpose

The purpose of this preconstruction conferences is to enable the COR to outline the procedures that will be followed by the Government in its administration of this construction contract and to discuss the performance that will be expected from the Contractor. This conference will allow the

SECTION 01 30 00 Page 2

Contractor an opportunity to ask questions about the Government's supervision and inspection of contract work, about security requirements, regulations, and other similar matters. The COR may invite other Government personnel involved in the work to attend this conference.

1.3.3 Discussion Items

The following is a sample list of items for discussion during the preconstruction conference; however, the Contracting Officer's Representative may modify this list or include additional items for discussion as conditions and the work require.

a. Authority of the Contracting Officer/Contracting Officer's Representative.

b. Contractor's Progress Schedule.

c. Correspondence Procedures.

d. Contractor Labor Standards Provisions.

e. Contract Modifications and Administrative Procedures.

f. Contractor's Administrative, Laydown and Storage Areas.

g. Procedures for Processing Submittals.

h. Payment Estimate Data and Procedures.

i. Contractor Utilities.

j. Security Requirements and Other Regulations, if applicable.

k. Government Furnished Equipment, if applicable.

l. Disposition of Salvage Property, if applicable.

m. Contractor Insurance Requirements.

n. Environmental Protection Plan.

o. Contractor Performance Evaluation.

p. Emergency and Safety Procedures.

q. Plant and Suitability to Perform the Work.

r. Contractor Required Notification Procedures.

s. Contractor's Submittal Register.

t. Contractor's Survey and Information Reporting Procedures.

u. Contractor's Quality Control Plan and Activity Hazard Analysis.

SECTION 01 30 00 Page 3

1.4 OTHER MEETINGS DURING THE CONTRACT

Other meetings may be held after the Preconstruction Conference, for the purpose to discuss concerns and deficiencies that may include the following:

a. Contractor's Site Safety and Health Plan.

b. Quality Control Plan.

c. Environmental Protection Plan.

d. Progress Schedule updates.

1.5 MINUTES OF MEETINGS

The Government will prepare minutes of all meetings.

1.6 LIST OF SUBCONTRACTORS

As required by contract clauses SUBCONTRACTS (LABOR STANDARDS) of Section 00 72 00 CONTRACT CLAUSES, submit a list of proposed subcontractors including…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 3, 2020.