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US Army Corps of Engineers Norfolk District Norfolk, Virginia 23510
SPECIFICATIONS FOR
US COAST GUARD TRAINING FACILITIES AT
WORMLEY CREEK
YORKTOWN, VIRGINIA
MARCH 2017
FINAL SUBMITTAL
2017 USCG TRAINING FACILITY AT WORMLEY CREEK 2017WORMLEYCK
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 FOR NORFOLK DISTRICT PROJECTS
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 57 20 ENVIRONMENTAL PROTECTION
01 78 00 CLOSEOUT SUBMITTALS
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
35 20 23 DREDGING
35 20 24 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -
ULLAGE PROFILE
-- 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.
Wormley Creek Maintenance Dredging:
1 OF 21 COVER SHEET WMC.2014-06-24.PS(1)
2 OF 21 LOCATION MAP WMC.2014-06-24.PS(2)
3 OF 21 LEGEND & GENERAL NOTES WMC.2014-06-24.PS(3)
4 OF 21 WOLF TRAP PLACEMENT SITE WMC.2014-06-24.PS(4)
5 OF 21 WOLF TRAP PLACEMENT SITE
(CELL 6) WMC.2014-06-24.PS(5)
6 OF 21 OVERALL PLAN WMC.2014-06-24.PS(6)
7 OF 21 COAST GUARD DOCK & BOAT RAMP
PLAN VIEW WMC.2014-06-24.PS(7)
8 OF 21 MAPPING SHEET WMC.2014-06-24.PS(8)
9 OF 21 MAPPING SHEET (CONT'D) WMC.2014-06-24.PS(9)
10 OF 21 MAPPING SHEET (CONT'D) WMC.2014-06-24.PS(10)
11 OF 21 PLAN & PROFILE WMC.2014-06-24.PS(11)
-6" FORCE MAIN
12 OF 21 BEACH PLACEMENT SITE WMC.2014-06-24.PS(12)
13 OF 21 EXISTING CONDITIONS WMC.2014-06-24.PS(13)
DOCUMENT 00 01 15 Page 2
14 OF 21 EXISTING CONDITIONS (CONT'D) WMC.2014-06-24.PS(14)
15 OF 21 EXISTING CONDITIONS (CONT'D) WMC.2014-06-24.PS(15)
16 OF 21 EXISTING CONDITIONS (CONT'D) WMC.2014-06-24.PS(16)
17 OF 21 PLAN VIEW - BEACH PLACEMENT SITE WMC.2014-06-24.PS(17)
18 OF 21 PLAN VIEW - BEACH PLACEMENT SITE WMC.2014-06-24.PS(18)
(CONT'D)
19 OF 21 WOLF TRAP & DOCK CROSS-SECTIONS WMC.2014-06-24.PS(19)
20 OF 21 BOAT RAMP & CHANNEL CROSS-SECTIONS WMC.2014-06-24.PS(20)
21 OF 21 TURBIDITY CURTAIN DETAIL WMC.2014-06-24.PS(21)
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
-- End of Section --
DOCUMENT 00 01 15 Page 3
US COAST GUARD TRAINING FACILITIES
WORMLEY CREEK
PLANS FOR CONSTRUCTION
SURVEY OF JUNE AND SEPTEMBER 2014 AND SEPTEMBER 2015
YORK RIVER, VIRGINIA
US Army Corps of Engineers
Norfolk District
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DRAFT DRAWINGS
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DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 11 00
SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS
2/2013
PART 1 GENERAL
1.1 DEFINITIONS
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
1.2.2 Location
1.3 SPECIAL CONTRACTOR REQUIREMENTS
1.3.1 COORDINATION IN WORK AREAS
1.3.1.1 Hours of Work
1.3.1.2 Pistol Range
1.3.1.3 Existing Utility Location
1.3.1.4 Digging Permits
1.3.2 Noise Control
1.3.3 Project Phasing and Performance period
1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER
1.4.1 Schedule
1.4.2 Records
1.4.3 Impacted Days
1.5 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS
1.6 HISTORICAL AND ARCHAEOLOGICAL FINDS
1.7 EQUIPMENT-IN-PLACE LIST:
1.8 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE
1.8.1 Allowable Costs
1.8.2 Rental Costs
1.8.3 Equipment Costs
1.9 SUBCONTRACTS AND WORK COORDINATION
1.10 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT
1.11 PROFIT
1.11.1 Weighted Guidelines
1.11.2 Value
1.11.2.1 Degree of Risk
1.11.2.2 Relative Difficulty of Work
1.11.2.3 Size of Job
1.11.2.4 Periods of Performance
1.11.2.5 Contractor's Investment
1.11.2.6 Assistance by Government
1.11.2.7 Subcontracting
1.12 BLASTING
PART 2 PRODUCTS
PART 3 EXECUTION
SECTION 01 11 00 Page 1
SECTION 01 11 00 Page 2
SECTION 01 11 00
SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS
2/2013
PART 1 GENERAL
1.1 DEFINITIONS
CO: Contracting Officer or his authorized representative.
1.2 SUBMITTALS
The Contractor shall make submittals for the following listed reports and certificates as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken in accordance with SECTION 01 45 00. 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
*Noise Reduction & Control Plan; G
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
Maintenance and New Work Dredging Wormley Creek at USCG Training Center Yorktown (TRACEN) located in Yorktown, Virginia. The Wormley Creek Dredging Project will consist of dredging approximately 70,000 cubic yards of maintenance and new work material from the Wormley Creek Main Channel to the York River, West Branch of Wormley Creek from the Main Channel to the BFC Turning/Boat Basin, and the BFC Turning/Boat Basin at USCG Training Center Yorktown (TRACEN) located in Yorktown, Virginia. Approximately 29,000 cubic yards of sandy material will be dredged and hydraulically placed on a nearby shoreline and approximately 41,000 cubic yards of fine grained material will be dredged and transported by barge or scow to the Wolftrap Alternate Placement Site (WTAPS) in the Chesapeake Bay. A Hydraulic Cutter-head Dredge, Mechanical Dredge, or a combination of both types of plant and equipment may be used to accomplish this work. Maximum permitted depths will be to - 10 feet MLLW.
Aids to Navigation (ATON) number one (1) will be removed and disposed of by the contractor. ATON 2, 4, and 26 will be removed by the Contractor and disposed of. ATON's 2, 4, and 26 will be re-built in a new location as directed by the USCG. New timbers shall be used per specification section
SECTION 01 11 00 Page 3
35 20 23 , paragraph 2.1.3. USCG 5th District will provide oversight during the removal and rebuilding efforts, and will be solely responsible for rebuilding the entrance light (ATON number 1). The Contractor should assume that all existing piles are 60 feet in length.
The construction period of performance will be approximately 240 calendar days from issuance of the NTP. Placement of dredged material at the Wolftrap Alternate Placement area is prohibited from 1 December to 1 April.
1.2.2 Location
The work shall be located in portions of Wormley Creek in York County, Virginia. The exact location is shown on the plans.
1.3 SPECIAL CONTRACTOR REQUIREMENTS
1.3.1 COORDINATION IN WORK AREAS
1.3.1.1 Hours of Work
The Contractor shall coordinate with the USCG to determine normal work hours for construction shall adhere and comply with USCG Base Requirements. Furthermore, the contractor shall coordinate with the USCG to determine a sequence of dredging work that shall minimize interruptions to the USCG operations at the boat dock facility. During dredging operations at the boat basin facility, the Contractor shall coordinate with the USCG on a daily basis to ensure awareness and to minimize disruption to USCG operations.
1.3.1.2 Pistol Range
The pistol range will be in operation during the times listed below. The contractor will need to ensure no work is conducted behind the range during 0800-1600 on these dates. Area of concern extends from fence located to the north east of range all the way to the mouth of Wormley creek (entire beach/spit area south of breakwaters).
The shoreline and beach area located behind the Firing Range is off limits during range operations. The Coast Guard Range will be operational 29 May 2017 through 02 June 2017, 19 June 2017 through 23 June 2017, and 17 July 2017 through 18 August 2017. Performing work in this area requires coordination between the COR and Contractor. The contractor will be allowed to work in this area on weekends and between 1600-0800 during weekdays of the dates listed. Dates and times are subject to change.
1.3.1.3 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 hours prior to digging operations.
SECTION 01 11 00 Page 4
1.3.1.4 Digging Permits
Contractor is 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, at no additional cost to the Government.
The Contractor shall be responsible to obtain all necessary digging permits and pay costs associated with the permit,which may be necessary to accomplish his work.
1.3.2 Noise Control
Contractor shall submit Noise Reduction & Control Plan for government approval. Noise reduction measures shall be in place between the hours of 2200 until 0600. The Plan shall comply with all local city and county ordinances. The contractor is responsible for submitting Special Use Permit if required. During the time between 10:00pm and 6:00am, the Contractor shall plan and schedule his work operations to minimize operations of plant and equipment on the beach placement area in vicinity of the two barracks buildings on either sides of the placement area and the Government Housing unit on the western side of the placement area. Accordingly, the Contractor shall limit beach fill operations to the maximum extent practical during this time. The Contractor shall not use sound signals, with the exception of those signals required for vessel operations by the U.S. Coast Guard, during the time between 10:00pm and 6:00am. The contractor shall limit noise levels to 83 decibels during the restricted times.
1.3.3 Project Phasing and Performance period
Project Phasing shall be reflected in the Construction Site Plan as stated in Section 01 50 00 "TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS".
Performance period for this contract is noted in the front end of the contract documents..
1.4 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 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. To be applicable, the weather delay must occur at or in the immediate vicinity of the project site. 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.
Storm severity determination shall be made by the Contracting Office or their representative.
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.
SECTION 01 11 00 Page 5
c. All awards or extensions for time shall be at the sole discretion of the Contracting Officer or their representative.
1.4.1 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
1.4.2 Records
Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the 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.
1.4.3 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)".
1.5 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, prior to completion of work under 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.
SECTION 01 11 00 Page 6
1.6 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.
1.7 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
1.8 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE
1.8.1 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
SECTION 01 11 00 Page 7 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.
1.8.2 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.
1.8.3 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 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.
1.9 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.
SECTION 01 11 00 Page 8
1.10 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.
1.11 PROFIT
1.11.1 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
1.11.2 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.
1.11.2.1 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. Lump sum 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.
1.11.2.2 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.
1.11.2.3 Size of Job
All work not in excess of $100,000 shall be weighted at .12. Work
SECTION 01 11 00 Page 9 estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.
1.11.2.4 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.
1.11.2.5 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.
1.11.2.6 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.
1.11.2.7 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.
1.12 BLASTING
Blasting will not be permitted.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not used.
SECTION 01 11 00 Page 10
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 22 00
MEASUREMENT AND PAYMENT
05/08
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 LUMP SUM PAYMENT ITEMS
1.3.1 Payment Item No. 0001 Mobilization and Demobilization
1.3.1.1 Mobilization
1.3.1.2 Demobilization
1.3.2 Payment Item No. 0002 Aids to Navigation Removal and
Relocation Complete
1.4 UNIT PRICE PAYMENT ITEMS
1.4.1 Payment Item No. 0003 Maintenance and New Work Dredging Wormley
(-6 feet MLLW) Shoreline Placement
1.4.2 Payment Item No. 0004 Maintenance and New Work Dredging
Wormley (-6 feet MLLW) Wolf Trap Alternate OVerboard Placement Site
1.4.3 Payment Item No. 0005 Maintenance and New Work Dredging
Wormley (-7 feet MLLW) Shoreline Placement
1.4.4 Payment Item No. 0006 Maintenance and New Work Dredging
Wormley (-7 feet MLLW) Wolf Trap Alternate Overboard Placement Site
1.5 DREDGING MEASUREMENT
1.6 MISPLACED MATERIAL
1.7 EXCESSIVE DREDGING
1.8 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 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 1110-2-1003 (2002) Hydrographic Surveying Manual;
Change 1 2004
1.2 SUBMITTALS
Not Used.
1.3 LUMP SUM PAYMENT ITEMS
Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum 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.
1.3.1 Payment Item No. 0001 Mobilization and Demobilization
All costs connected with the mobilization and demobilization of all of the Contractor's dredging plant and equipment as defined below will be paid for at the contract lump sum price for this item. Sixty percent of the lump sum 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.
SECTION 01 22 00 Page 2
1.3.1.1 Mobilization
Mobilization shall include all costs for operations accomplished prior to commencement of actual dredging operations. This shall include as a minimum the following:
a. Transfer of dredge and attendant plant, barges and scows, and other like equipment and machinery.
b. All initial installation of dredge-pipe.
c. All costs for any other associated work that is necessary in advance of the actual dredging operations.
1.3.1.2 Demobilization
Demobilization shall include general preparation for transfer of plant to its home base.
1.3.2 Payment Item No. 0002 Aids to Navigation Removal and Relocation Complete
Payment for the work under this line item include all removal, transportation and re-installation of existing navigation aides from the existing channel to the proposed re-alignment. This shall include all labor, materials, and methods utilized to complete this work.
1.4 UNIT PRICE PAYMENT ITEMS
Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed 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 each of the unit price items.
1.4.1 Payment Item No. 0003 Maintenance and New Work Dredging Wormley (-6 feet MLLW) Shoreline Placement
This work shall include maintenance and new work dredging of the Wormley Creek Navigation Project to a depth of -6 feet MLLW with -2 feet of allowable overdepth. Placement of material shall be at the shoreline (complete) as shown on the drawings and specified herein, and shall include all associated work.
1.4.2 Payment Item No. 0004 Maintenance and New Work Dredging Wormley (-6 feet MLLW) Wolf Trap Alternate OVerboard Placement Site
This work shall include maintenance and new work dredging of the Wormley Creek Navigation Project to a depth of -6 feet MLLW with -2 feet of allowable overdepth. Placement of material shall be in the Wolf Trap Alternate Overboard Placement site (complete) and shall include all associated work as shown on the drawings and specified herein.
SECTION 01 22 00 Page 3
1.4.3 Payment Item No. 0005 Maintenance and New Work Dredging Wormley (-7 feet MLLW) Shoreline Placement
This work shall include maintenance and new work dredging of the Wormley Creek Navigation Project to on additional foot of required depth, (-7 feet MLLW with -2 feet of allowable overdepth.) Placement of material shall be at the shoreline (complete) as shown on the drawings and specified herein, and shall include all associated work.
1.4.4 Payment Item No. 0006 Maintenance and New Work Dredging Wormley (-7 feet MLLW) Wolf Trap Alternate Overboard Placement Site
This work shall include maintenance and new work dredging of the Wormley Creek Navigation Project to one additional foot of required depth (-7 feet MLLW with -2 feet of allowable overdepth.) Placement of material shall be in the Wolf Trap Alternate Overboard Placement site (complete) and shall include all associated work as shown on the drawings and specified herein.
1.5 DREDGING MEASUREMENT
For all dredging line items, payment to be made for all costs associated with dredging shall include the cost of removal, transportation and disposal of dredged material in the placement area, 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 place 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 overdepth and side slopes described in paragraph "Required Dredging Prism, Overdepth, and Side Slopes" of SECTION 35 20 23, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Material", below. The drawings are believed to accurately represent conditions at the time of the surveys indicated. New soundings will be taken immediately before dredging as specified in paragraph "Before 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 his evaluation of shoaling, other natural changes in the waterway, or 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 for the scheduled dredging 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.
1.6 MISPLACED MATERIAL
Any material that is deposited elsewhere than in places designated or approved by the Contracting Officer will not be paid for, and the Contractor may be required to remove such misplaced material and deposit it
SECTION 01 22 00 Page 4 where directed by the Contracting Officer at the Contractor's expense.
1.7 EXCESSIVE DREDGING
Material taken from outside the specific areas to be dredged or beyond the limits as extended in paragraph "Required Dredging Prism, Overdepth, and Side Slopes" will be considered as excessive overdepth dredging, or excessive side slope dredging, for which payment will not be made. Nothing in these specifications shall be construed to prevent payment for the removal of shoals performed in accordance with the applicable provisions of Paragraphs SHOALING and FINAL EXAMINATION AND ACCEPTANCE of Section 35 20 23.
1.8 MONTHLY PARTIAL PAYMENTS
Monthly partial payments will be based on estimated quantities determined by the Contracting Officer.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION (Not Applicable)
SECTION 01 22 00 Page 5
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
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 placement operations at all sites utilized. 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. Subsequent preconstruction conferences will be required and scheduled by the COR prior to the start of any construction work. The Contractor's Project Manager, Superintendent and Quality Control System Manager shall attend these meetings. 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 conferences.
The conferences 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
SECTION 01 30 00 Page 2 that will be expected from the Contractor. This conference will allow the 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.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
SECTION 01 30 00 Page 4
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 32 01
PROJECT SCHEDULE
08/08
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 QUALITY ASSURANCE
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
3.1.1 Approved Project Schedule
3.1.2 Schedule Status Reports
3.1.3 Default Terms
3.2 BASIS FOR PAYMENT AND COST LOADING
3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS
3.3.1 PROGRESS SCHEDULE FORMAT
3.3.2 Level of Detail Required
3.3.2.1 Activity Durations
3.3.2.2 Procurement Activities
3.3.2.3 Critical Activities
3.3.2.4 Government Activities
3.3.2.5 Definable Features of Work Coding (FOW1, FOW2, FOW3)
3.3.3 Scheduled Project Completion and Activity Calendars
3.3.3.1 Project Start Date
3.3.3.2 Schedule Constraints and Open Ended Logic
3.3.3.3 Early Project Completion
3.3.4 Milestones
3.4 PROJECT SCHEDULE SUBMISSIONS
3.4.1 Project Schedule Submission
3.4.2 Periodic Schedule Updates
3.4.3 Standard Activity Coding Dictionary
3.5 OWNERSHIP OF FLOAT
SECTION 01 32 01 Page 1
SECTION 01 32 01
PROJECT SCHEDULE
08/08
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Project Schedule; G
1.3 QUALITY ASSURANCE
The Contractor CQC representative shall be responsible for the preparation and certification as complete all required project Progress Schedule submittals and reports.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design (if any) and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.
Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.
SECTION 01 32 01 Page 2
3.1.1 Approved Project Schedule
Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.
3.1.2 Schedule Status Reports
Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction/dredging plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.
3.1.3 Default Terms
Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.
3.2 BASIS FOR PAYMENT AND COST LOADING
Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, may result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer.
3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS
The Contractor shall submit his Progress Schedule to the Contracting Officer for approval at the Pre-Construction Conference specified in SECTION ADMINISTRATIVE REQUIREMENTS. The Progress Schedule shall be submitted and certified as complete by the Contractor's Quality Control Representative in the form of a chart graphically indicating the sequence proposed to accomplish each work feature or operation. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed, arrival date of Contractor's plant to the job site, all activities scheduled prior to dredging, dredging start and completion dates, calendar
SECTION 01 32 01 Page 3 days to completion of all work, and contract completion date.
The Contractor shall indicate on the chart the important work activities that are critical to the timely overall completion of the project. Key dates for important features or portions of work features are milestone dates and shall be so indicated on the chart.
3.3.1 PROGRESS SCHEDULE FORMAT
Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule and prepare the Project Schedule using the Precedence Diagram Method (PDM) OR prepare the Progress Schedule in the form of a Gantt Chart.
3.3.2 Level of Detail Required
Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:
3.3.2.1 Activity Durations
Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.
3.3.2.2 Procurement Activities
The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies as applicable. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.
3.3.2.3 Critical Activities
The following activities shall be listed as separate line activities on the Contractor's Project Schedule and may be submitted on a separate sheet.
This list represents a partial lists and is not considered complete:
a. Submission and approval of Accident Prevention Plan.
b. Submission and approval of all environmental submittals.
c. Submission and approval of dredge plan and auxiliary equipment.
d. Submission and approval of pre-work plan and schedule.
e. Submission and approval of pipeline placement route.
f. Submission and approval of dive plan.
g. Submission and approval of…
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