Attachment 1 - Specifications.pdf

US Army Corps of Engineers St. Louis District

MELVIN PRICE LOCKS AND DAM

MAIN LOCK

LIFT GATE REPLACEMENT

MISSISSIPPI RIVER

MADISON COUNTY, ILLINOIS

CONSTRUCTION SPECIFICATIONS

SOLICITATION NUMBER: W912P9-21-R-0049

CONTRACT NUMBER: W912P9-21-X-XXX

JUNE 2021

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 08 00 SPECIAL CONTRACT REQUIREMENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 22 00 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

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

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 05 - METALS

05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 26 - ELECTRI CAL

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 05 40.17 SELF-LUBRICATED MATERIALS, FABRICATION, HANDLING, AND

ASSEMBLY

35 20 16.53 VERTICAL LIFT GATES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 GOVERNMENT FURNISHED CADD FILES

1.2 PAY REQUESTS

1.3 PARTIAL PAYMENT

1.4 Channel Traffic

1.5 Obstruction of Channel

1.6 CERTIFICATES OF COMPLIANCE

1.7 PURCHASE ORDERS

1.8 SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1

1.9 ACCIDENT INVESTIGATIONS AND REPORTING

1.10 SUBCONTRACTS

1.11 PROTECTION OF MATERIAL AND WORK

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 ORDER AND COORDINATION OF WORK

1.14 MEANS OF ESCAPE FOR PERSONNEL QUARTERED OR WORKING ON FLOATING

PLANT

1.15 EMERGENCY ALARMS AND SIGNALS

1.16 USE OF MECHANIZED EQUIPMENT ON FLOATING PLANT

1.17 OBSTRUCTION OF NAVIGABLE WATERWAYS (DEC 1991) DFARS 252.236-7002

1.18 SIGNAL LIGHTS

1.19 INSPECTION FACILITIES

1.20 CONTRACTOR PERFORMANCE EVALUATIONS

1.21 SECURITY REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 08 00 Page 1

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 GOVERNMENT FURNISHED CADD FILES

Upon request, the Government will provide the 3D Model files to the Contractor during the Prefabrication Conference. Receiving the 3D Models from the Government does not relieve the Contractor from meeting the lift gate control dimensions specified in the contract drawings and SECTION 05 59 20. The Contractor assumes all risks associated in using the electronic 3D models. The 3D models are only available in Autodesk Inventor. The contract drawings shall govern if there are any discrepancies between the 3D model and the contract drawings. The Contractor shall promptly notify the Contracting Officer of any discrepancies. The Government will not be responsible to correct the 3D models.

1.2 PAY REQUESTS

Pay requests authorized in the Contract Clause entitled "Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause entitled "Prompt Payment for Construction Contracts". Pay requests shall be submitted on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation", respectively. All information and substantiation required by the identified contract clauses shall be submitted with the ENG Form 93, and the required certification shall be included on the last page of the ENG Form 93a, signed by an authorized official of the Contractor and dated when signed. The designated billing office is the Office of the Area Engineer.

1.3 PARTIAL PAYMENT

At the discretion of the Contracting Officer, partial payment will be made for equipment delivered and stored on site or off site providing such storage is in accordance with the provisions of these specifications and the Contractor furnishes satisfactory evidence that title to such equipment has been acquired and that it will be utilized on the work covered by these specifications. Partial payment is defined as the invoice amount plus shipping costs. If the equipment is stored off site, the Government shall have the right to inspect the equipment.

1.4 Channel Traffic

There is commercial and pleasure traffic operating in the Mississippi River adjacent to the delivery site. The passage of large craft may delay delivery operations.

1.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the

DOCUMENT 00 08 00 Page 2

Contractor's plant so obstructs the channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work under this contract, all plant including ranges, buoys, piles, and other marks placed in navigable waters or on shore by the Contractor, shall be promptly removed.

1.6 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall include the signature and title of an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from responsibility for furnishing satisfactory material if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.7 PURCHASE ORDERS

Purchase orders for other than stock materials showing the firm names and addresses and list of material shall be furnished to the Contracting Officer or an authorized representative as soon as issued.

1.8 SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1

The Safety and Health Requirements Manual EM 385-1-1 forms a part of these specifications. EM 385-1-1 and its changes are available at http://www.publications.usace.army.mil/USACEPublications/Engineer-Manuals/ .

Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.9 ACCIDENT INVESTIGATIONS AND REPORTING

Refer to EM 385-1-1, Paragraph 01.D. Accidents, involving contractor and/or subcontractor employees performing any work or related work on a USACE project, shall be investigated and reported immediately to the Contracting Officer or authorized Contracting Officer's representative.

This reporting requirement applies to on-site or off-site accidents. Upon receipt of the initial accident report notification, the Contracting Officer shall issue additional guidance concerning continuing project operations which may include a "cease work" directive. If a cease work directive is issued, the Contractor will not be allowed to resume work related to the accident until all conditions of the "cease work" directive are met. After the initial notification, the Contractor shall ensure a formal investigation is conducted and reports are completed by the immediate supervisor of the employee(s) involved and reported to the Contracting Officer or an authorized representative within one working day after the accident occurs. The accident Investigation report shall be made on ENG Form 3394.

1.10 SUBCONTRACTS

In accordance with the Contract Clause entitled "Subcontracts", the

DOCUMENT 00 08 00 Page 3

Contractor shall, within seven days after the award of any subcontract by the Contractor or a Subcontractor, deliver to the Contracting Officer an electronic copy of a completed Standard Form 1413 with the original signatures of both parties.

1.11 PROTECTION OF MATERIAL AND WORK

The Contractor shall at all times protect and preserve all materials, supplies, and equipment of every description (including property which may be Government-furnished or owned) and all work performed. All reasonable requests of the Contracting Officer to enclose or specially protect such property shall be complied with. If, as determined by the Contracting Officer, material, equipment, supplies, and work performed are not adequately protected by the Contractor, such property may be protected by the Government and the cost thereof may be charged to the Contractor or deducted from any payments due to the Contractor.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. 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:

(1) 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.

(2) 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.

b. Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall 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. The delay must be beyond the control and without the fault or negligence of the Contractor. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous day), be calculated chronologically from the first to the last day of each month, and be recorded as full days. The Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a time extension modification in accordance with the FAR Clause 52.249-10 entitled "Default (Fixed Price Construction)".

1.13 ORDER AND COORDINATION OF WORK

The Contract may start and complete the work in such order and sequence as desired subject to compliance with the following paragraphs:

1. The lift gate and all appurtenances shall be completely assembled and painted no later than January 19, 2024. The Contractor shall notify the Government when the lift gate leaves and all appurtenances are ready for the final visual inspection prior to shipping. Within

DOCUMENT 00 08 00 Page 4 fourteen days of notifying the Government, the Contractor shall participate in a joint visual inspection with the Government. The inspection shall occur at the fabrication facility prior to loading the lift gate leaves and appurtenances onto the Contractor furnished delivery barge(s)..

2. At the time of the solicitation, the Government approved delivery timeframe shall be from March 15, 2024 to April 12, 2024. The Government will not accept the delivery of the lift gate prior to the approved timeframe. The Contractor retains all responsibility and liability of the lift gate and all appurtenances until ownership is transferred to the Government. The delivery timeframe may be changed by the Contracting Officer not closer than 180 days prior to March 15, 2024. The delivery timeframe may be delayed up to sixty days. Each day the delivery is delayed past the designated delivery timeframe will be subject to liquidated damages as provided in Contract Clause 52.211-11 Liquidated Damages - Supplies, Services, or Research and Development.

3. Sixty days prior to the start of the Government designated delivery timeframe, the Contractor shall provide an anticipated shipping and delivery schedule.

4. The lift gate and all appurtenances shall be delivered via Contractor furnished delivery barge(s) to the Illinois bank adjacent to the auxiliary lock at Melvin Price Locks and Dam located at Upper Mississippi River Mile 200.6. The Contractor shall not deliver the lift gate and appurtenances without receiving prior approval of the Contracting Officer.

5. Upon arrival at the delivery location, the Lift Gate Fabrication Contractor shall participate in a joint inspection of the lift gate and delivery barge(s) with the Government and a third party. Repair of any damages on the lift gate or appurtenances that occur during the shipment and prior to ownership transfer to the Government shall be performed by the Contractor to the satisfaction of the Contracting Officer. The repairs shall be at no cost to the Government. Final acceptance by the Government will be made after delivery and the final inspection.

6. A third party will remove the lift gate leaves and appurtenances from the Contractor-owned delivery barge(s) and install the leaves.

During the removal process, the Contractor shall provide a towboat of sufficient capacity to maneuver the delivery barge(s). After removal of the lift gate and appurtenances from the delivery barge(s), the Contractor shall participate in a joint inspection of the delivery barge(s) with the Government and third party. After the joint inspection, the Contractor shall immediately remove the delivery barge(s) from the site.

7. The Contractor will remain responsible for the operation and staging of the delivery barges while lift gates are being removed by Third Party. Contractor shall ensure that delivery barges meet all safety requirements to include necessary safety equipment in accordance with the EM 385-1-1 for personnel and equipment working on or around floating plant.

8. Contractor shall allow for the delivery barge(s) to remain onsite up to thirty days after arrival at Melvin Price Locks and Dam for

DOCUMENT 00 08 00 Page 5 removal of the lift gate leaves and appurtenances and transfer of ownership. The Contractor shall develop a floating plant plan to enable 24 hours a day, 7 days a week monitoring of the floating plant. The floating plant plan shall be submitted at least two weeks prior to shipping for approval. While the delivery barges are onsite, the Contractor is responsible for monitoring, security, and adjusting tie-offs on the delivery barge(s). While the delivery barge(s) are onsite, the Contractor shall be required to have a 24 hour telephone number where the Government may reach a representative of the Contractor to notify of any problems with the delivery barge(s). The representative must be available to be on site to attend to delivery barge(s) within 120 minutes of a phone call from the Government 24 hours a day, 7 days a week. In the event of severe high water conditions, at the Contracting Officer's discretion, the Contractor may be required to remove all floating plant from the project area until the water has receded.

9. A temporary storage location other than Melvin Price Locks and Dam, may be approved at the discretion of the Contracting Officer.

10. Floating plant and personnel shall comply with the applicable U.S. Coast Guard regulations and licensing requirements. Floating plant equipment shall meet the applicable requirements of 46 CFR Chapter 1 Subchapter E and 46 CFR 44.05-10. Floating vessels operating on the Mississippi River and its tributaries must be operated in accordance with 33 CFR 207.300, "Ohio River, Mississippi River above Cairo, Ill., and their tributaries; use, administration, and navigation." The Contractor's methods for disposal of sanitary sewage, and bilge water accumulated aboard floating plant, shall meet applicable local, state, and federal requirements.

11. The Contractor is advised that locks on the Upper Mississippi River upstream of Melvin Price Locks and Dam are typically closed during the winter months and may affect the delivery of the lift gate.

The Contractor shall plan accordingly to not delay the delivery to Melvin Price Locks and Dam.

1.14 MEANS OF ESCAPE FOR PERSONNEL QUARTERED OR WORKING ON FLOATING PLANT

Two means of escape shall be provided for assembly, sleeping, and messing areas on floating plants. For areas involving 10 or more persons, both means of egress shall be through standard size doors opening to different exit routes. Where 9 or fewer persons are involved, one of the means of escape may be a window (minimum dimensions 24-inch by 36-inch) which leads to a different exit route. Refer to Section 19 of EM 385-1-1.

1.15 EMERGENCY ALARMS AND SIGNALS

a. Alarms. Emergency alarms shall be installed and maintained on all floating plant requiring a crew where it is possible for either a passenger or crewman to be out of sight or hearing from any other person. The alarm system shall be operated from the primary electrical system with standby batteries on trickle charge that will automatically furnish the required energy during an electrical-system failure. A sufficient number of signaling devices shall be placed on each deck so that the sound can be heard distinctly at any point above the usual background noise. All signaling devices shall be so interconnected that actuation can occur from at least one strategic point on each deck.

DOCUMENT 00 08 00 Page 6

b. Signals.

(1) Fire Alarm Signals. The general fire alarm signal shall be in accordance with para 97.13-15b of the Coast Guard Rules and Regulations for Cargo and Miscellaneous Vessels, Subchapter I, 1 Sep 77 (CG 257).

(2) Abandon Ship Signals. The signal for abandon ship shall be in accordance with paragraph 97.13-15c of reference cited in (1) above.

(3) Man-Overboard Signal. Hail and pass the word to the bridge.

All personnel and vessels capable of rendering assistance shall respond.

c. Mooring Lines. Eye loops on mooring lines will be equipped with beckets or handling ropes to protect the hands of deckhands.

1.16 USE OF MECHANIZED EQUIPMENT ON FLOATING PLANT

When mechanized equipment is operated on floating plant the Contractor shall provide positive and acceptable means of preventing this equipment from moving or falling into the water. The type of equipment addressed by this clause includes front-end loaders, bulldozers, trucks (both on- and off-road), backhoes, track hoes, and similar equipment. If the Contractor plans to use such equipment on floating plant, an Activity Hazardous Analysis must be developed for this feature of work. The plan must include a detailed explanation of the type or types of physical barriers, curbs, structures, etc., which will be incorporated to protect the operator and prevent the equipment from entering the water. Nonstructural warning devices may be considered for situations where the use of structural barriers is determined to be impracticable. The Activity Hazard Analysis must thoroughly address the procedure and shall be submitted to the Contracting Officer for review and acceptance prior to start of this feature of work.

1.17 OBSTRUCTION OF NAVIGABLE WATERWAYS (DEC 1991) DFARS 252.236-7002

a. The Contractor shall--

(1) Promptly recover and remove any material, plant, machinery, or appliance which the contractor loses, dumps, throws overboard, sinks, or misplaces, and which, in the opinion of the Contracting Officer, may be dangerous to or obstruct navigation;

(2) Give immediate notice, with description and locations of any such obstructions, to the Contracting Officer, and

(3) When required by the Contracting Officer, mark or buoy such obstructions until the same are removed.

b. The Contracting Officer may--

(1) Remove the obstructions by contract or otherwise should the Contractor refuse, neglect, or delay compliance with paragraph (a) of this clause; and

(2) Deduct the cost of removal from any monies due or to become

DOCUMENT 00 08 00 Page 7 due to the Contractor, or

(3) Recover the cost of removal under the Contractor's bond.

c. The Contractor's liability for the removal of a vessel wrecked or sunk without fault or negligence is limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et.seq.).

1.18 SIGNAL LIGHTS

The Contractor shall display signal lights and conduct its operations in accordance with the General Regulations of the Department of the Army and of the Coast Guard governing lights and day signals to be displayed by towing vessels with tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipe in submarine or bank protection operations, lights to be displayed on dredge pipe lines, and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel, and the passing by other vessels of floating plant working in navigable channels, as set forth in Commandant U.S. Coast Guard Instruction M16672.2, Navigation Rules: International-Inland (Comdtinst M16672.2) or 33 CFR 81 Appendix A (International) and 33 CFR 84 through 33 CFR 89 (Inland) as applicable.

1.19 INSPECTION FACILITIES

a. In order to facilitate inspection, the Contractor will be required, without additional cost to the Government:

(1) To furnish, on the request of the Contracting Officer or any inspector, the use of such boats, boatmen, laborers, and material forming a part of the ordinary and usual equipment and crew of the plant as may be reasonably necessary in inspecting the work.

(2) To furnish, on the request of the Contracting Officer or any inspector, suitable transportation from all points on shore designated by the Contracting Officer to and from the various pieces of plant.

b. Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific facilities may be furnished and maintained by the Contracting Officer, and the cost thereof will be deducted from any amounts due or to become due the Contractor.

1.20 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), contractor's performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For contracts awarded at or above $100,000.00, the USACE will evaluate contractor's performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 30 days. Accessing and using CPARS requires specific software, called PKI certification, DOCUMENT 00 08 00 Page 8 which is installed on the user's computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.navy.mil/. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

1.21 SECURITY REQUIREMENTS

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award." *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

DOCUMENT 00 08 00 Page 9

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 DOWNSTREAM LIFT GATE LEAF

1.2 DOWNSTREAM LIFT GATE LEAF REACTION ROLLERS

1.3 DOWNSTREAM LIFT GATE LEAF GUIDE ROLLERS

1.4 DOWNSTREAM LIFT GATE LEAF SEALS

1.5 DOWNSTREAM LIFT GATE LEAF TIMBER FENDERS

1.6 DOWNSTREAM LIFT GATE LEAF CATHODIC PROTECTION SYSTEM

1.7 DOWNSTREAM LIFT GATE LEAF PAINTING

1.8 DOWNSTREAM LIFT GATE LEAF MACHINERY AND COUNTERWEIGHT WIRE ROPE

CONNECTION ASSEMBLIES

1.9 UPSTREAM LIFT GATE LEAF

1.10 UPSTREAM LIFT GATE LEAF GUIDE ROLLERS

1.11 UPSTREAM LIFT GATE LEAF SEALS

1.12 UPSTREAM LIFT GATE LEAF TIMBER FENDERS

1.13 UPSTREAM LIFT GATE LEAF CATHODIC PROTECTION SYSTEM

1.14 UPSTREAM LIFT GATE LEAF PAINTING

1.15 UPSTREAM LIFT GATE LEAF MACHINERY AND COUNTERWEIGHT WIRE ROPE

CONNECTION ASSEMBLIES

1.16 DELIVERY

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 DOWNSTREAM LIFT GATE LEAF

Payment for downstream lift gate leaf covered by SECTION 05 59 20, will be made at the contract job price for "Downstream Lift Gate Leaf" and shall include all items as defined on the drawings and specified that are not covered by other bid items. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.2 DOWNSTREAM LIFT GATE LEAF REACTION ROLLERS

Payment for the downstream lift gate leaf reaction rollers covered by the applicable parts of SECTION 05 59 20 and SECTION 35 20 16.53 will be made at the contract job price for "Downstream Lift Gate Leaf Reaction Rollers" which include the rollers, radial spherical bearings, roller frames, bearing supports, bearing support bushings, shafts, keeper plates and associated mounting hardware as defined on the drawings. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, material, and equipment and performing all operations necessary to complete the work as defined on the drawings and specified.

1.3 DOWNSTREAM LIFT GATE LEAF GUIDE ROLLERS

Payment for the downstream lift gate leaf guide rollers covered by the applicable parts of SECTION 05 59 20 and SECTION 35 20 16.53 will be made at the contract job price for "Downstream Lift Gate Leaf Guide Rollers" which include the guide rollers, roller pins, keeper plates, bushings, and associated mounting hardware as defined on the drawings. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, material, and equipment and performing all operations necessary to complete the work as defined on the drawings and specified.

1.4 DOWNSTREAM LIFT GATE LEAF SEALS

Payment for the downstream lift gate leaf rubber seals covered by the applicable parts of SECTION 35 20 16.53, will be made at the contract job price for "Downstream Lift Gate Leaf Seals" and shall include bulb seals, mounting angles, clamp bars, and associated mounting hardware as defined on the drawings. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.5 DOWNSTREAM LIFT GATE LEAF TIMBER FENDERS

Payment for the downstream leaf timber fenders covered by SECTION 35 20 16.53, will be made at the contract job price for "Downstream Lift Gate Leaf Timber Fenders" and shall include the timbers, rubber wedges, and the mounting bolts. Prices and payments shall constitute full

SECTION 01 22 00 Page 2 compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.6 DOWNSTREAM LIFT GATE LEAF CATHODIC PROTECTION SYSTEM

Payment for the downstream lift gate leaf cathodic protection system covered by SECTION 26 42 13.00 20, will be made at the contract job price for "Downstream Lift Gate Leaf Cathodic Protection System" and shall include all components of the cathodic protection system including the mounting hardware as detailed on the drawings. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.7 DOWNSTREAM LIFT GATE LEAF PAINTING

Payment for painting the downstream lift gate leaf covered by SECTION 09 97 02, will be made at the contract job price for "Downstream Lift Gate Leaf Painting". Prices and payments shall constitute full compensation for all costs of providing all plan, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.8 DOWNSTREAM LIFT GATE LEAF MACHINERY AND COUNTERWEIGHT WIRE ROPE

CONNECTION ASSEMBLIES

Payment for the downstream lift gate leaf machinery and counterweight wire rope connection assemblies covered by SECTION 05 59 20 and SECTION 35 20 16.53, will be made at the contract job price for "Downstream Lift Gate Leaf Machinery and Counterweight Wire Rope Connection Assemblies".

The assemblies consists of the following items; the hoisting wire rope and counterweight wire rope gate sockets, hoisting wire rope machinery connection socket, hoisting wire rope gate connection pin, hoisting wire rope u-bolts and spacers counterweight wire rope connection socket, counterweight wire rope gate connection pin and keeper, counterweight wire rope u-bolts and spacers, and wire rope socket shims. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work shown on the drawings and as specified.

1.9 UPSTREAM LIFT GATE LEAF

Payment for upstream lift gate leaf covered by SECTION 05 59 20, will be made at the contract job price for "Upstream Lift Gate Leaf" and shall include all items as defined on the drawings and specified that are not covered by other bid items. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.10 UPSTREAM LIFT GATE LEAF GUIDE ROLLERS

Payment for the upstream lift gate leaf guide rollers covered by the applicable parts of SECTION 05 59 20 and SECTION 35 20 16.53 will be made at the contract job price for "Upstream Lift Gate Leaf Guide Rollers" which include the guide rollers, roller pins, keeper plates, bushings, and associated mounting hardware as defined on the drawings. Prices and payments shall constitute full compensation for all costs of providing all

SECTION 01 22 00 Page 3 plant, labor, material, and equipment and performing all operations necessary to complete the work as defined on the drawings and specified.

1.11 UPSTREAM LIFT GATE LEAF SEALS

Payment for the upstream lift gate leaf rubber seals covered by the applicable parts of SECTION 35 20 16.53, will be made at the contract job price for "Upstream Lift Gate Leaf Seals" and shall include bulb seals, mounting angles, clamp bars, and associated mounting hardware as defined on the drawings. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.12 UPSTREAM LIFT GATE LEAF TIMBER FENDERS

Payment for the upstream leaf timber fenders covered by SECTION 35 20 16.53, will be made at the contract job price for "Upstream Lift Gate Leaf Timber Fenders" and shall include the timbers, rubber wedges, and associated mounting hardware. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.13 UPSTREAM LIFT GATE LEAF CATHODIC PROTECTION SYSTEM

Payment for the upstream lift gate leaf cathodic protection system covered by SECTION 26 42 13.00 20, will be made at the contract job price for "Upstream Lift Gate Leaf Cathodic Protection System" and shall include all components of the cathodic protection system including the mounting hardware as detailed on the drawings. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.14 UPSTREAM LIFT GATE LEAF PAINTING

Payment for painting the upstream lift gate leaf covered by SECTION 09 97 02, will be made at the contract job price for "Upstream Lift Gate Leaf Painting". Prices and payments shall constitute full compensation for all costs of providing all plan, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

1.15 UPSTREAM LIFT GATE LEAF MACHINERY AND COUNTERWEIGHT WIRE ROPE

CONNECTION ASSEMBLIES

Payment for the upstream lift gate leaf machinery and counterweight wire rope connection assemblies, covered by SECTION 05 59 20 and SECTION 35 20 16.53, will be made at the contract job price for "Upstream Lift Gate Leaf Machinery and Counterweight Wire Rope Connection Assemblies".

The assemblies consists of the following items; the hoisting wire rope and counterweight wire rope gate sockets, hoisting wire rope machinery connection socket, hoisting wire rope gate connection pin, hoisting wire rope u-bolts and spacers counterweight wire rope connection socket, counterweight wire rope gate connection pin and keeper, counterweight wire rope u-bolts and spacers, and wire rope socket shims. Prices and payments shall constitute full compensation for all costs of providing all plant, labor, materials and equipment and performing all operations necessary to

SECTION 01 22 00 Page 4 complete the work shown on the drawings and as specified.

1.16 DELIVERY

Payment for delivery of the downstream lift gate leaf and upstream lift gate leaf as specified in SECTION 35 20 16.53 will be made at the applicable contract lump sum price for "Delivery". Prices and payments shall constitute full compensation for all costs of providing all plan, labor, materials and equipment and performing all operations necessary to complete the work as shown on the drawings and as specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 22 00 Page 5

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01.00 10 Page 1

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Initial Project Schedule Submission

3.4.2 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.7.1 Week Look Ahead Schedule

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

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 Scheduler Qualifications; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules

SECTION 01 32 01.00 10 Page 3 required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must 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. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

SECTION 01 32 01.00 10 Page 4

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail 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 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

SECTION 01 32 01.00 10 Page 5

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

SECTION 01 32 01.00 10 Page 6

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a

SECTION 01 32 01.00 10 Page 7 building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of…