W911KB-15-T-0002.pdf

SEE ADDENDUM

(No Collect Calls)

W911KB-15-T-0002 03-Feb-2015

b. TELEPHONE NUMBER

907-753-2547

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 02 Apr 2015

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

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ADDENDA X ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W911KB9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

ERNEST L WOODS III

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

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(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

WOMEN-OWNED SMALL

BUSINESS (WOSB)

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

U.S. ARMY ENGINEER DISTRICT, ALASKA

CEPOA-CT-SP

PO BOX 6898

JBER AK 99506-0898

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL BUSINESS

(EDWOSB)

SIZE STANDARD:

$32.5 M

NAICS:

532490

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF66

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

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REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

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STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

CHENA GATE INSPECTION CRANE

FFP

NON PERSONAL SERVICES: PROVIDE ALL LABOR, TOOLS,

EQUIPMENT, SUPPLIES, TRANSPORTATION AND QUALIFIED

SUPERVISION TO ACCOMPLISH THE TASKS SET FORTH IN THE

ATTACHED SCOPE OF WORK. SCA WAGE DETERMINATION 05-

2017(REV 19) IS ALSO ATTACHED.

FUNDS ARE NOT PRESENTLY AVAILABLE FOR THIS ACTION. NO

LEGAL LIABILITY ON THE PART OF THE GOVERNMENT FOR ANY

PAYMENT MAY ARISE UNTIL FUNDS ARE MADE AVAILABLE TO THE

CONTRACTING OFFICER FOR THE RESULTANT PURCHASE ORDER

CONTRACT AWARD AND UNTIL CONTRACTOR RECEIVES NOTICE

THAT FUNDS ARE AVAILABLE. SEE CONTRACT CLAUSE FAR 52.232-18

AVAILABILITY OF FUNDS (APR 1984) ELSEWHERE IN THIS

SOLICITATION.

FOB: Destination

NET AMT

BID SCHEDULE

Gate Inspection

CHENA RIVER LAKES FLOOD PROJECT

CLIN DESCRIPTION Quantity UNIT COST PER

UNIT

Total Cost

Base Items

Task 1 Mobilization, Demobilization, Equipment, Materials, and Labor for Gate Inspections, first 6 days

1 Job

Task 2 New Dogging Bar and with Gate Modifications

1 Job

Task 3 Ultrasonic Testing 1 Job

TOTAL CLINS 1‐3

Option Items

4 Equipment, Materials, and Labor for Gate Inspections, up to 4 additional days

4 Day

TOTAL CLINS 1‐4

STATEMENT OF WORK

Hydraulic Steel Structures (HSS) Gate Inspection

CHENA RIVER LAKES FLOOD CONTROL PROJECT

1. DESCRIPTION OF WORK

The Contractor shall assist the Government to perform hydraulic steel structures inspections of 4 operating gates (gates 1-4), 2 emergency gates (gates 5 and 6), 2 fish ladder gates, and 2 fishway gates at the Chena River Lakes Flood Control Project. There are three rows of slots across the width of the outlet works (upstream, operating gate, and downstream) and the slots are numbered from 1 to 4 from south to north. Attachment 1 is the Moose Creek Dam Control Works Vicinity map.

Task 1: Gate Lifting, Inspection, and Lowering -- provide a crane with operator, lift supervisor, rigger/signalman, two laborers, forklift, and scissor lift to perform the gate inspections. The Government will perform the actual inspection of the gates once secured and the cover plates are removed. See Attachment 2 PHOTOS FOR 2015 HSS INSPECTION SOW to assist with visualization of the statement of work.

Task 2: Provide all materials, labor and equipment as identified and required for installation of new operational gate dogging bars as shown in Attachment 3 NEW DOGGING BAR SKETCH SK-1. This task applies only to the four operational gates, which are gates 1-4.

Task 3: Perform Ultrasonic Testing (UT) of the full width (approximately 30 feet) of the double-bevel groove weld that joins the upper and lower portions of the downstream 15/16” thick ASTM A36 steel skin plates on gates 1 through 4 and gate

6. This groove weld was performed in the field to join the upper and lower halves of the gates which were fabricated offsite.

The timeliness and thoroughness of the work under this contract are essential to maintain proper flows through the dam and navigation on the Chena River. The contractor shall furnish all labor, supervision, equipment, materials, supplies, transportation, fuel and other items necessary to accomplish this Statement of Work.

The Moose Creek Dam (MCD) is part of the Chena River Lakes Flood Control Project, and is located 18 miles east of Fairbanks, Alaska, near the community of North Pole.

Task 1 – Gate Lifting, Inspection, and Lowering The contractor shall provide a crane meeting the requirements of Section 3, below.

The crane will be operated by the Contractor while on the concrete deck of the project control works to lift, turn, and lower gates for inspections. This deck has areas with restricted allowable loads so the contractor shall expect close coordination and restrictions on crane/outrigger placement. Allowable loads for the control works deck are shown in Attachment 4.

The Chena Project Manager, in consultation with the Contractor, will designate a staging area for the crane adjacent to the Control Works. For tracked cranes, asphalt roads are off limits and the control works concrete deck will require protection using a minimum 1 inch thick wood plate or equivalent.

The Contractor shall also provide a crane operator, crane rigger/signalman, lift supervisor and 2 laborers with the qualifications stated in Section 2.

Contractor Work tasks generally include:

Installing deck protection for any outriggers or tracked equipment use.

Removing and replacing operating gate and downstream hatch covers using the Government furnished 4-legged sling with hooks. See Photo 2 in Attachment 2. Note that this is not the same 4-legged sling that is associated with the emergency and operating gates.

Crane rigging using: the Government furnished 4-legged sling and spreader bar for the two emergency gates (gates 5 and 6); the Government furnished 4-legged sling for the four operating gates (gates 1-4); and using appropriate Contractor provided rigging for the remainder of the gates. Government furnished shackles and “C-clips” as shown in Photos 18 and 24 of Attachment 2 will also be available and may be used for rigging the four small gates associated with the fish ladder and fishway.

Lifting and lowering the 4 operating gates, 2 emergency gates, 2 fishway gates, 1 fish ladder gate and 2 fish ladder bulkheads for the hydraulic steel structures inspection. Note that the fish ladder bulkheads stored on the ground to the north of the control works structure.

Provide all materials, labor and equipment as identified and required for installation of new operational gate dogging bars as shown in Attachment 3 NEW DOGGING BAR SKETCH SK-1. This task applies only to the four operational gates, which are gates 1-4.

Dogging and stabilizing gates, the operating gates will remain in their slots.

All other gates will be removed from their slots, laid down and turned over for inspection, and returned when completed. The Contractor shall provide appropriate dunnage for all gates that are to be laid down.

Removing operating and emergency gate orifice plates using Contractor provided rigging when plates are in a vertical orientation. The Government furnished 4-legged sling with hooks will be available and may be used for removal of the orifice plates when they are in a horizontal orientation.

Removing and reinstalling 5/8-11 UNC, 1 ¼” long flat head, stainless steel socket head (3/8”) cap screws on the orifice plates, and applying Contractor provided anti-seize compound to all fasteners prior to replacement . Torque bolts to 60 ft.-lbs. Note that the bottom row of orifice plate bolts on the operating gates will be approximately one foot below the deck surface when the gates are supported on the new dogging bars. The Contractor shall provide the necessary hand tools to remove these bolts in this orientation and shall take the necessary precautions to assure that these bolts are not dropped in the river below.

Remove built up dirt and debris from the gate interiors once the orifice plates are removed; water may not be used in the cleaning process. Preferred cleaning methods are by using shop vacuums, brooms, brushes, and shovels. For the upper levels of the gate cavities this cleaning work shall be performed using the scissor lift. Clean sand and woody debris may be dumped down the gate slot into the river below.

Emergency Gate Test to include lowering and raising Emergency Gate 6, which is in downstream slot no. 3. Steps include:

1. Inspecting the master link, 4-legged sling, and spreader bar rigging that is stored on the gate.

2. Retrieve the rigging with the contract crane and attach same to the lifting eyes provided on the gate

3. Lift and lower the gate as necessary with the crane while the dogging hardware is removed

4. Lower the gate to the bottom of the slot while watching the weight limits on the crane. Note that this appears to require lowering the hook block into the gate slot. If this is an unsafe condition, steps 5 and 6 below are not required.

5. Determine if it is possible to disconnect the Master Link from the crane’s hook block after the gate is lowered all the way. Rigging would be lowered to the top of the gate so it can be retrieved later; it doesn’t have to be disconnected from the gate.

6. Hoist the gate from the bottom of the slot and record the maximum load on the crane.

7. Reinstall the gate with dogging hardware. Note that this Emergency Gate Test may be done in concert with the inspection of this gate which may be completed prior to this step being completed.

The Government will perform the following tasks:

Disconnection and reconnection of electrical devices.

Disconnection and reconnection of the hydraulic equipment.

Removal and reinstallation of gate dogging devices with the exception of the new operating gate dogging bars.

Removing and reinstalling operating gate hold down hardware.

Inspections of the exterior of the gates and the interior once the orifice plates are removed.

Determining if the emergency gate test can be performed given the water level.

Each operating gate has overall dimensions that are approximately 29 feet wide, 28 feet-8 inches tall, and 4 feet-8 inches thick (at the thickest point which is the “ears” on the support beam, the actual gate is about 2’-3” thick) and with rigging (for the Government’s 90-ton crane weigh) about 97,000 pounds.

Below is a table of Gate weights:

Gate Name Weight* (pounds)

North Fishway Gate 11,900 South Fishway Gate 12,100 Fish Ladder Gate (estimated weight) 12,000 Fish Ladder Bulkhead Gate 1 8,000 Fish Ladder Bulkhead Gate 2 8.900 Gate 1 – Operating Gate with Hydraulics 94,000 Gate 2 – Operating Gate with Hydraulics 91,350 Gate 3 – Operating Gate with Hydraulics 91,800 Gate 4 – Operating Gate with Hydraulics 92,500 Gate 5 – Emergency, Non-hydraulic, 2 piece

70,000

Gate 6 – Emergency, Non-hydraulic 72,000 Spreader Bar 1,700 Typical Hatch Cover 4,000 Gate Orifice Plates 1,500

Note: All gate weights are from the USACE Inspection Report “Hydraulic Structures (HSS) Inspection” dated April 2010 unless noted otherwise

Task 2 Operating Gate Dogging Bars Provide all materials, labor and equipment as identified and required for installation of new operational gate dogging bars as shown in Attachment 3 NEW DOGGING BAR SKETCH SK-1. This task applies only to the four operational gates, which are gates 1-4. All dogging bars, bearing plates, and shim plates shall be turned over to the Government upon completion of the contract.

Task 3 Ultrasonic Testing Perform Ultrasonic Testing (UT) of the full width (28’ 9 ¼”) of the double-bevel groove weld that joins the upper and lower portions of the downstream 15/16” thick ASTM A36 steel skin plates on gates 1 through 4 and gate 6. This groove weld was performed in the field to join the upper and lower halves of the gates which were fabricated offsite. UT testing shall be performed in accordance with Clause 6 of AWS D1.5M/D1.5:2010 Bridge Welding Code for a joint subject to tensile stress.

The presence of the US Army Corps of Engineer’s vinyl paint system 3 is a known variation from the standards included in Part C of Clause 6 and such variation is acceptable to the Government.

The Contractor shall provide a written report of the Ultrasonic Testing performed. As a minimum the report shall describe personnel, procedures, and findings from the testing. All field data collected and field notes shall be attached.

2. PERSONNEL QUALIFICATIONS

Cranes may only be operated by qualified operators. Operators must meet the requirements of EM 385-1-1 (current version). All crane operators must be properly trained, certified, and medically cleared to operate the Contractor’s crane.

Crane Operator Qualifications are as follows:

o Current crane operator medical physical in accordance with EM 385-1-1 (Blank Form in Attachment 5).

o Current Class A Commercial Drivers License.

o Valid National Commission for the Certification of Crane Operators (NCCCO) certification or equivalent for operating lattice boom cranes.

Rigger/Signalman Qualifications are as follows:

o Training from a certified training institute.

Lift Supervisor Qualifications are as follows:

o Meets the training requirements of the Rigger, above.

Operators of forklifts or power industrial trucks are as follows:

o Licensed in accordance with OSHA.

All Contractor personnel on the Chena River Lakes Project site shall have personal safety items that meet the requirements described in EM 385-1-1, to include as a minimum, a hard hat, safety-toed boots, work gloves, hearing protection, eye protection and high visibility vests. The Contractor’s Accident Prevention Plan will detail these requirements.

3. EQUIPMENT

Crane: The Contractor shall provide and operate a tracked or rubber-tired crane with the following operating parameters: lift a 50 ton gate with rigging and maneuver the load within a 29 foot diameter by 32 foot tall vertical cylinder with a hook height of 50 feet.

Provide a certificate of compliance for each crane entering an activity under this contract. State within the certificate that the crane and rigging gear meet OSHA regulations (with the Contractor citing which OSHA regulations are applicable, e.g.

cranes used in construction, demolition or maintenance comply with 29 CFR 1926 and USACE EM 385-1-1 Section 16 and Appendix I. Certify on the Certificate of Compliance that the crane operators are qualified and trained in the operation of the crane to be used. Also certify that all of the crane operators have been trained in the proper use of all safety devices. Post certificates on the crane.

Fork lift : The Contractor shall provide a rubber tired fork lift, Ingersoll-Rand VR-90B or equivalent, with operator for use in removing and replacing the regulating gate orifice plates once the gates are either dogged off in the slot or laid down for inspection.

Scissor lift: The contractor shall provide a scissors-type lift capable for use on the concrete deck and lifting two inspectors the height of the gate (24 feet) once dogged off in the slot. The scissors lift is only required during the operating gate inspection and shall also be used by the Contractor for gate cavity cleaning.

Service Truck: The contractor shall provide a service truck with air tools and equipment suitable for the tasks in this scope of work.

4. SAFETY

The Contractor shall prepare an Accident Prevention Plan and Lift Plan which meet the requirements of the current version of EM385-1-1. In addition, the Contractor shall prepare a lift plan for each lift. Attachment 6 to this Scope of Work is Specification 01 35 26, Government Safety Requirements, which the Contractor shall use as a guide in preparing the plans and executing this Scope of Work.

Contractor Accident Prevention Plan: The Contractor’s Accident Prevention Plan shall be prepared and submitted to the Chena Project Manager as indicated in the schedule below. Work may not start until the plan (or updates) are accepted by the Chena Project Manager.

The Contractor shall follow the format in the latest edition of EM 385-1-1 “US Army Corps of Engineers Safety and Health Requirements Manual” Appendix A in preparing the Accident Prevention Plan. Activity Hazard Analysis (AHA’s) will be included for all crane tasks. This plan shall also provide a field personnel employee listing and contact information, methods for emergency communications in the field, an emergency contact list, first aid preparedness, equipment fueling procedures, spill clean-up procedures and contractor furnished supplies, fire suppression and public safety considerations.

5. GOVERNMENT FURNISHED PROPERTY

The Government has a limited amount of rigging equipment available for use. A list of Government furnished property is shown in Attachment 7 with supporting drawings in Attachment 8.

This property will be furnished at the project site compound. The Contractor shall accept delivery and transport the property to the job site at his own expense, unless property has previously been moved by the government to the job site. When the property is accepted, the Contractor shall verify its quantity and condition, and acknowledge receipt in writing to the Chena Project Manager. The Contractor shall also report in writing to the Chena Project Manager, within 24 hours of acceptance, any damage to or shortage of the property received.

6. SCHEDULE AND PRE-WORK CONFERENCE

Hours of work: Work days shall be from 8AM to 8 PM. Work weeks shall be Monday thru Saturday.

The crane operator and rigger/signalman shall not work more than 12 hours in any 24 hour period including time worked at other locations. The Contractor shall ensure the crane operators and riggers/signalmen furnished shall have a minimum of 8 consecutive hours of rest in each 24-hour period.

Performance Period: The period of performance at the project site is between June 8 and June 13, 2015, with the additional days of June 15 through June 18 if needed.

Pre-work Plans: The Accident Prevention and Lift Plan will be delivered to the Chena Project Manager by May 1, 2015. The Government will review the plan and provide comments by May 13, 2015. The Contractor shall incorporate the comments and provide a final by May 22, 2015.

Pre-work Conference: All Contractor personnel scheduled to work at the Moose Creek Dam shall meet with the Chena Project Manager on or before June 2, 2015 to review contract requirements and discuss the Contractor’s Accident Prevention Plan and Lift Plan. The date and time will be mutually agreed to between the Contractor and the Chena Project Manager. This meeting will occur after the Contractor’s Final Accident Prevention Plan and Lift Plan is accepted by the Government.

Below is a summary of the schedule:

Task Start Date End Date Accident Prevention Plan & Lift Plan – Draft May 1, 2015 Accident Prevention Plan & Lift Plan– Receipt of Comments

May 13, 2015

Accident Prevention Plan & Lift Plan – Final May 22, 2015 Pre-Work Conference, on or before June 2, 2015 Field Work – Bid Schedule Clins 1, 2 and 3 June 8, 2015 June 13, 2015 Field Work – Bid Schedule Clin 4 June 15, 2015 June 18, 2015 Ultrasonic Testing Report June 26, 2015

7. PAYMENT

Payment will be made for the actual work performed as listed in the bid schedule. A daily report will be provided to the Chena Project Office Manager, signed by the Contractor.

The items in the Bid Schedule are defined as follows:

o Clin 1 is the job mobilization; job demobilization; and equipment, labor, material, and supervision to meet the requirements of Task 1 for 6 consecutive 12 hour days.

o Clin 2 is providing a new gate dogging bar and gate modifications meeting the requirements of Task 2.

o Clin 3 is the ultrasonic testing services and report meeting the requirements of Task 3.

o Clin 4 is the equipment, labor, material and supervision to perform the inspection described in Clin 1 for up to 4 additional 12 hour days. Payment will be made for only the number of additional days used. This is an optional clin.

The Contractor’s work shall be accomplished with thoroughness and skill, and the Contractor shall be cognizant of the serious difficulties that could result from defective work. Therefore, it shall be the Contractor’s responsibility to thoroughly check each phase of work and guarantee its safety, timeliness and thoroughness.

Any damage to the Government furnished property shall be immediately reported to the Chena Project Manager and in accordance with the Contractor’s Accident Prevention Plan.

The Contractor shall at all times exercise diligence and care to protect, and preserve all materials, supplies, and equipment of every description in performance of all work under this contract. Daily routine operator maintenance of equipment is the responsibility of the Contractor to be performed in cooperation with Project personnel on site. All reasonable requests by the Chena Project Manager to enclose, secure, or specially protect such property shall be complied with under this contract. If the Contractor fails to comply with the Chena Project Managers request, certain materials, equipment, supplies, and work performed may be protected by the government and the costs thereof be charged to the Contractor to be deducted from any payment due the Contractor.

8. TECHNICAL POINT OF CONTACT

US ARMY CORPS OF ENGINEERS

CHENA FLOOD CONTROL PROJECT

ATTN: CEPOA-CO-OP (Mr. Tim Feavel, 907 488 2748) PO Box 55270 North Pole, AK 99705

9. BASIS OF AWARD

This contract will be awarded to the offeror with the lowest price for the total of bid times 1 through 3, and submits a technically acceptable proposal.

The Contractor’s proposal shall include the following items:

For at least one crane operator:

a. Valid National Commission for the Certification of Crane Operators (NCCCO) certification or equivalent for operating lattice boom cranes.

b. Current crane operator medical physical in accordance with EM 385-1-1 (Blank Form attached.)

c. Current Class A Commercial Drivers License.

For at least one rigger/signalman:

a. Training certificate from a certified training inst

For at least one Lift Supervisor

a. Meets the training requirements of the Rigger, above.

For the crane:

a. Certificate of Compliance stating the crane and rigging gear meet applicable OSHA regulations.

Proposals will be rated as either “acceptable” or “not acceptable” based on the contractor’s demonstration of providing the properly completed certificates as indicated above.

W911KB-15-T-0002

ATTACHMENT 1

MOOSE CREEK DAM (MCD) CONTROL WORKS VICINITY

ATTACHMENT 2

PHOTOS FOR 2015 HSS INSPECTION SCOPE OF WORK

ATTACHMENT 3

NEW DOGGING BAR SKETCH SK-1

ATTACHMENT 4

CONTROL WORKS DECK ALLOWABLE LOADS

ATTACHMENT 5

CRANE OPERATOR MEDICAL CLEARANCE FORM

Crane Operator Medical Clearance (This form is for physicians guidance and verification of U.S. Army Corps of Engineers crane operator physical qualification/examination requirements and does not replace any of the crane operator requirements in EM 385-1-1)

Date of Examination: ____________________ Crane Company/Employer Name: Phone:

This is to certify that _________________________ was administered a physical examination and meets the Crane Operator Physical Qualification/Examination Requirements set forth in the U.S. Army Corps of Engineers EM 385-1-1 (September 2008), Section 16.

MD DO

Physician’s Signature and Title (Must be a MD or

DO)

Name (Print) and Phone No.

Note: A DOT Medical Examiners Certificate in accordance with the Federal Motor Carrier Regulation (49 CFR 391.41-391.49) does not meet the EM 381-1-1 crane operator physical requirements.

EM 385-1-1 Crane Operator Physical Qualification/Examination Requirements:

a. Operators shall have a current physician's certification, dated within the past 2 years, that states the operator meets the following physical qualifications:

(1) Vision of at least 20/30 Snellen in one eye and 20/50 in the other, with or without corrective lenses;

(2) Normal depth perception and field of vision;

(3) Ability to distinguish colors, regardless of position;

(4) Adequate hearing, with or without hearing aid, for the specific operation;

(5) Sufficient strength, endurance, agility, coordination, manual dexterity, and speed of reaction to meet the demands of equipment operation;

(6) No tendencies to dizziness or similar undesirable characteristics; and

(7) Has a negative result for substance abuse test.

b. Evidence of physical defects, emotional instability that could render a hazard to the operator, others, or safe operation of the equipment, or evidence that the operator is subject to seizures or loss of physical control shall be sufficient reason for disqualification. In such cases, specialized medical tests may be required to evaluate these conditions and determine their impact.

c. All contractor crane/derrick operators shall participate in a drug testing program and have a negative result for a substance abuse test. The level of testing will be in accordance with standard practices for industry or by the agency’s random drug testing program. This test will be confirmed by a recognized laboratory service.

Comments:

Note: Crane operators must refer to the EM 385-1-1 for all crane operator qualification requirements.

ATTACHMENT 6

SPECIFICATION 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

ATTACHMENT 7

GOVERNMENT FURNISHED EQUIPMENT/PROPERTY SCHEDULE

o 4 Legged Sling with 2 ¾ inch master link as shown on Sheet M-28 of the Control Gates Operations and Maintenance Manual and Attachment 2.

o Spreader Bar fabricated from 8 inch, Schedule 40 pipe (ASTM A120) as shown on Sheet M-28 of the Control Gates Operations and Maintenance Manual and Attachment 8.

o 4 Legged Sling with Hooks for gate slot cover plate and horizontal orientation orifice plate removal. See Photos 2 and 20 of Attachment 2.

o Shackles and “C-clips” as shown in Photos 18 and 24 of Attachment 2.

o Manual “Control Gates Operations and Maintenance Manual, Moose Creek Dam, January 1990” in a PDF electronic format.

ATTACHMENT 8

PERTINENT PAST CONTRACT DRAWINGS

Note that prior to the gate modifications completed in accordance with the 1988 solicitation identified as DACW85-88-B-0004 the operating gates were installed in the reverse orientation with what is now the downstream face facing upstream. This should be taken into account when viewing earlier contract drawing such as those from the 1976 solicitation identified as DACW85-76-B-0013.

Attachment A Quality Assurance Surveillance Plan

FOR

CHENA RIVER LAKES FLOOD CONTROL PROJECT

GATE INSPECTION

NORTH POLE, ALASKA

December 22, 2014

Table of Contents

Subject para

1. Overview 1

2. Description of Services 2

3. Organizational Structure 3

4. Contract Quality Requirements 4

5. Performance Assessment Approach 5

6. Performance Assessment Documentation 6

7. Performance Objectives 7

1. OVERVIEW

1.1 Purpose. The purpose of this plan is to identify the methods and procedures the Government will use to ensure it receives the services under contract as identified in the Statement of Work (SOW). This plan will focus on the level of performance required by the SOW, not the methodology or process.

1.2 Intent. The intent of this plan is to rely on the Contractor’s quality control, thus changing the Government’s role from “oversight” to “insight”. Performance Objectives (PO) will be periodically monitored and the quality program evaluated but the Contractor is left as free as possible to develop the most efficient methodology to meet and exceed the required thresholds of service.

2. DESCRIPTION OF SERVICES

2.1 Scope of Work. Non-Personal Services: The Contractor shall provide the following services to perform structural steel inspections of the four operating gates at the Chena River Lakes Flood Control Project.

Task 1: Gate Lifting, Inspection, and Lowering -- provide a crane with operator, lift supervisor, rigger/signalman, two laborers, forklift, and scissors lift to perform four operating gate inspections. The Government will perform the actual inspection of the gates once set in the gate holder and the cover plates are removed.

Task 2: Provide a gate holder fabricated in accordance with the drawings; the gate holder will be turned over to the Government upon completion of the contract.

Task 3: Provide non destructive testing services on the bottom edge of the four operating gates while in the gate holder. A report of the findings with field data shall also be provided.

All services requested under the SOW are non-personal in nature.

2.2 Contract. This contract is a Firm-Fixed-Price (FFP) contract for HVAC and Plumbing repair services. The Inspection of Services FAR Clauses 52.246-4 applies.

3. ORGANIZATIONAL STRUCTURE

Performance Objective Area Evaluator

Section I. Description of Services

PO 1. Contract team management COR

PO 2. Deliverables COR

PO 3. Schedule and Cost Control COR

PO 4. Compliance with Security (DD Form 254) requirements COR

PO 5. Contract requirements COR

PO 6. Contractor Identification Procedures COR

4. CONTRACT QUALITY REQUIREMENTS

4.1 Quality Program. The Contractor's Quality Control Program requirements are defined in in the SOW. The Contractor shall develop, maintain, enforce and document a Quality Control Plan (QCP). The QCP shall ensure the Government receives the level of quality that is consistent with the requirements specified in the contract. The Quality Control Plan will be submitted with the award proposal and accompanying Scope of Work.

5. PERFORMANCE ASSESSMENT APPROACH

5.1 Purpose. This section details the method(s) used to verify Contractor compliance with SOW requirements. The key elements of this process are the Contractor's quality program and Government identified Performance Objectives. The Performance Objectives from Paragraph

7.0 of this Quality Assurance Surveillance Plan (QASP) dictate the minimum inspection requirements Quality Assurance Evaluators (QAE) must accomplish on a periodic basis. This QASP provides the procedures on how to conduct the evaluations for Performance Objectives and how to document them in a correct and effective manner.

5.2 Performance Assessment Approach. To facilitate the Performance assessment of the Contractor's quality program, Government representative(s) will verify Contractor compliance with designated Performance Objectives. The intent of the Performance assessment approach is to gain confidence in the Contractor’s ability to provide satisfactory services.

5.3 Annual Review. The COR must review QASP Performance Objectives, assess their applicability and recommend the addition or subtraction of Performance Objectives as conditions warrant. This review must be accomplished annually as a minimum.

5.4 Special Audits. The COR must be alert to conditions that would warrant a special quality audit. Any time the COR observes that a functional area is out of acceptable performance or that the technical expertise is not available, a request for a quality audit should be addressed to the Contracting Officer.

5.5 Section 1. Approved QUALITY ASSURANCE SURVEILLANCE PLAN (QASP).

5.6 Section 2. CONTRACTOR’S QUALITY CONTROL PLAN (QCP).

5.7 Section 3. ACTIVITY LOG. A chronological log of actions taken in the accomplishment of Quality Assurance assigned Performance Requirements. The purpose of this log is to provide a brief synopsis of an inspection of Contractor provided services or a meeting/conversation with the contractor regarding SOW performance in a given functional area.

5.8 Deficiency Identification. Effective contract Performance assessment relies on two methods for identification of unacceptable performance – Contractor Identified Discrepancies and Government Identified Discrepancies.

5.6.1 Contractor Identified Discrepancies (CIDs). Generated when contract employees detect discrepancies during performance of routine daily services or through the contractor’s Quality Control Program. When reviewed by the applicable representative, that person will take the following actions:

5.6.1.1 Review corrective actions taken by the contractor to resolve a discrepancy.

5.6.1.2 Determine whether the discrepancy has been corrected. If the discrepancy has been resolved, review the corrective action taken and any applicable procedures the contractor has established to preclude recurrence of the problem.

5.6.1.3 If not been resolved and the Contractor has established an Estimated Completion Date for resolution of the discrepancy, the representative will monitor the Contractor’s efforts in resolving the discrepancy. If it is determined the estimated completion date for resolution of the discrepancy is excessive based on the nature of the discrepancy, the Contracting Officer (CO) will be notified. The Government can then evaluate the recommendation to determine the appropriate course of action.

5.6.1.4 If not resolved and the COR determines that the Contractor has not established a resolution of the discrepancy or has failed to perform a follow-up action for resolution of a discrepancy, the COR will issue a report. The Contractor will be given a suspense date to provide corrective action to the Government’s findings and describe the Contractor’s plan to preclude repeat deficiencies.

5.7 Government Identified Discrepancies. Generated as a result of inspection of contractor performance that identifies noncompliance with contractual requirements. The Contractor will be given the opportunity to show whether the discrepancy has already been identified and in work.

6. PERFORMANCE ASSESSMENT DOCUMENTATION

6.1 Corrective Action Report (CAR) Used by QAP to document contract requirement findings and subsequent corrective actions to be taken. A computer-generated CAR may be used provided the information on the CAR remains the same. See attached CAR and instructions for filling it out.

6.1.1 The individual identifying the discrepancy is responsible for completing the CAR utilizing the instructions attached. If there are other questions as to how the CAR is completed, that individual should consult the COR.

6.1.2 Consult the assigned contract COR/Government Representative to give them the opportunity to assist and advise how the CAR is to be worded..

6.1.3 The CAR Issuing Authority will elevate any CARs that cannot be resolved with the contractor to the Government Contracting Officer for resolution.

6.1.4 Categories of Findings. A finding is any Government-identified noncompliance with contract requirements that specifies that an activity or action did not take place or was not performed to the quality or timeliness standard required by the contract or Task Order. A finding can be categorized as either Major or Minor. Major/Minor Findings are defined as follows:

6.1.4.1 Major Finding. A conclusion that identifies a condition having a significant adverse effect on the quality of the activity under review such as:

a. Failure to meet a Performance Threshold.

b. Significant mission degradation in any Contractor operated function.

c. A situation that is likely to result in hazardous or unsafe conditions for individuals

(or any other Government resource) coming into contact with the work.

d. Failure to provide adequate corrective action to preclude reoccurrence of Government identified findings.

e. Failure to provide corrective action to deficiencies identified by the Contractor within a prescribed suspense period

f. Any failure to adhere to security regulations that results in a security incident.

6.1.4.2 Minor Finding. A departure from established standards having little bearing on service provided. However, if the same minor finding is repeatedly identified, it may be an indication that Major Finding (d) above is occurring or has occurred because the contractor quality system has not acted to prevent recurrence. In this case, the Minor Finding should be elevated to the level of a Major Finding and a new CAR initiated.

6.2 Performance Assessment Log. COR/QAR must document Performance assessment as it is accomplished. The Performance Assessment Log is an official government record of inspections of the performance objectives and other inspection items contained in this QASP.

6.2.1 The Performance Assessment Log is locally developed. A sample is attached to this QASP as an example. It must contain the following items as a minimum:

6.2.1.1 Contract No. – self-explanatory.

6.2.1.2 Contract Requirement – functional area of inspection, if always the same area, just fill in the first block on each page.

6.2.1.3 Contract Paragraph Number - enter the contract paragraph number of the critical operational requirement.

6.2.1.4 Method of Performance Assessment – if inspections were conducted in accordance with the QASP, enter “IAW QASP.” If the inspection method deviated from the procedures of the QASP, indicate what inspections were completed.

6.2.1.5 Date Accomplished/Initial – enter date accomplished and initial to show verification that the performance assessment was accomplished. An electronic initial is acceptable if the Performance Assessment Log is maintained in soft-copy form.

6.2.1.6 Where Accomplished – enter location where inspections were accomplished. If always the same, one entry in the first block of each page will suffice.

6.2.1.7 Compliance – enter the results of the inspection. If applicable, list control number(s) of any CARs.

6.2.1.8 Date Next Due – Enter the date the inspection is next due. This will serve the purpose of showing, at a glance, status of inspection activities.

6.2.1.9 Completed Performance Assessment Logs will be maintained until such time as they are stored in the contract administration files with the USACE Contracting Division.

7. PERFORMANCE OBJECTIVES

7.0 Performance Objectives. The following is a list of the contractual Performance Objectives to be validated by the Government. Each Performance Objective includes a government-determined Performance Threshold and is used to perform the verification. The Performance Objectives are arranged according to the functional area they are associated with.

Functional areas not listed were omitted because they did not have Performance Objectives identified as critical. The performance objectives in this paragraph represent the minimum items that must have Performance assessment accomplished on a periodic basis. Any Performance assessment of SOW requirements not required by the QASP must still be documented in the Performance Assessment Log as described in paragraph 6.2.

1. Performance Objective: Provide crane operator and rigger with qualifications as specified in the scope of work.

Performance Threshold: Contractor receives less than 3 customer complaints for the project.

Method of Performance Assessment : Customer complaint and inspection.

2. Performance Objective: Provide an operable crane as specified in the scope of work.

3. Performance Objective: Provides two laborer as specified in the scope of work.

CORRECTIVE ACTION REPORT

(If More Space is Needed Use Reverse and Identify By Number)

1. CONTRACTOR

2. CONTRACT NUMBER

3. TYPE OF SERVICES

4. FUNCTIONAL AREA

5. SUSPENSE

DATE

6. CONTROL

NUMBER

7. MAJOR MINOR

FINDING:

FINDING IMPACT:

Please respond with a written corrective action plan that details the corrective action of the cited deficiency, the cause of the deficiency, and actions taken to prevent recurrence by Suspense Date in Block 5. If date was not entered in Block 5, the contractor is not required to provide a response.

8. QUALITY ASSURANCE PERSONNEL (QAP)

TYPED NAME AND GRADE

SIGNATURE AND DATE

9. ISSUING AUTHORITY

TYPED NAME AND GRADE

SIGNATURE AND DATE

10. QAP RESPONSE TO CONTRACTOR CORRECTIVE ACTION AND ACTION TAKEN

TO PREVENT RECURRENCE

11. CONTRACTOR RESPONSE

ACCEPTED REJECTED

12. CLOSE DATE

CAR Instructions

Block 1. Enter Contractor Name

Block 2. Enter Contract Number

Block 3. Enter Contract Name or Type of Service

Block 4. Enter Functional Area of the Contract

Block 5. a. Enter the assigned suspense date given the contractor to provide a response to the CAR.

b. A date must be entered for a Major finding. A date is optional for a Minor finding.

Block 6. a. All CARs will be tracked with a Control Number.

b. The FD or designee is the Issuing Authority for QAE-initiated CARs.

c. The control number will be made up of the first two letters of the name of the site or contract, the last two digits of the calendar year and a three digit number starting with 001 and progressing upward throughout the calendar year.

d. The QAE is the Issuing Authority for a CAR initiated during a performance assessment audit. The control number will be provided by the QAE and the finding will be tracked to conclusion.

e. The QAE will attach all CARs to their performance assessment audit report.

Block 7. a. Check the block that indicates whether the identified deficiency is a Major or Minor finding. See QASP for the definitions of Major and Minor Findings.

b. Clearly state the details of the finding followed by a reference to the stated contractual requirement. The reference must state the portion of the contract, part, section, paragraph and subparagraph and must make a brief but complete quotation of the contract reference.

c. State the impact that the finding has or could have on mission accomplishment.

d. Normal suspense time for contractor response is ten working days.

Block 8. a. For QAE-initiated CARs, the QAE initiating a CAR signs and dates the report.

b. For CARs initiated during a performance assessment audit, the Contracting Officer signs and dates the report.

Block 9. a. For QAE-initiated CARs, the FD or designee signs and dates the report.

b. For CARs initiated during a performance assessment audit, the Contacting Officer signs and dates the report.

Block 10. Upon review of the Contractor’s reply, the initiator of the CAR will enter comments regarding acceptance or rejection of the contractor’s response. This block may also contain any comments regarding follow-on inspections conducted or needed at a later date to validate that the finding has not reoccurred.

Block 11. The initiator of the CAR accepts or rejects the contractor’s response.

Block 12. a. The initiator of the CAR enters a close out date after acceptance of the Contractor’s response.

b. For QAE-initiated CARs, the report is forwarded to the FD or designee and a copy is provided to the Contacting Officer. The FD or designee will forward the CAR to the contractor and record results of the report in the COS. Copies of completed CARs will be maintained in the FD and QAE performance assessment folders.

c. For CARs initiated during a performance assessment audit, the Contracting Officer will forward the report to the Contractor and provide a copy to the FD or designee.

The FD or designee and QAE responsible for performance assessment will file the CAR in his/her Performance Assessment folder and track to conclusion.

d. If a CAR is not deemed closeable due to incomplete or unacceptable Contractor response, the CAR will be returned to the Contractor for additional information.

Performance Assessment Log

(To be performed (Daily) (Monthly)(Weekly), etc.)

Contract Number

Contract

Requiremen t

Contract Paragraph

Number

Method Of Performance Assessment

Date Accomplished/ Auditor Initial

Where Accomplished

Complianc e

Next Due

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

0001 POP 01-APR-2015 TO

26-JUN-2015

N/A N/A

FOB: Destination

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management JUL 2013 52.212-1 Instructions to Offerors--Commercial Items APR 2014 52.212-4 Contract Terms and Conditions--Commercial Items DEC 2014 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7005 Representation Relating to Compensation of Former DoD Officials

NOV 2011

252.204-7004 Alt A System for Award Management Alternate A FEB 2014 252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

JUN 2012

252.232-7010 Levies on Contract Payments DEC 2006

CLAUSES INCORPORATED BY FULL TEXT

52.212-2 EVALUATION--COMMERCIAL ITEMS (OCT 2014)

(a) The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:

Offers will be technically evaluated in accordance with the requirements set forth in the Performance Work Statement. Award will be made to the lowest-priced technically acceptable offeror. The Government reserves the right to make award on the initial offer received without discussions.

(b) Options. The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. The Government may determine that an offer is unacceptable if the option prices are significantly unbalanced. Evaluation of options shall not obligate the Government to exercise the option(s).

(c) A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

(End of provision)

52.212-3 OFFEROR REPRESENTATIONS AND CERTIFICATIONS--COMMERCIAL ITEMS (DEC 2014)

The Offeror shall complete only paragraph (b) of this provision if the Offeror has completed the annual representations and certification electronically via the System for Award Management (SAM) Web site accessed through http://www.acquisition.gov. If the Offeror has not completed the annual representations and certifications electronically, the Offeror shall complete only paragraphs (c) through (p) of this provision.

(a) Definitions. As used in this provision --

“Economically disadvantaged women-owned small business (EDWOSB) Concern” means a small business concern that is at least 51 percent directly and unconditionally owned by, and the management and daily business operations of which are controlled by, one or more women who are citizens of the United States and who are economically disadvantaged in accordance with 13 CFR part 127. It automatically qualifies as a women-owned small business eligible under the WOSB Program.

"Forced or indentured child labor" means all work or service-

(1) Exacted from any person under the age of 18 under the menace of any penalty for its nonperformance and for which the worker does not offer himself voluntarily; or

(2) Performed by any person under the age of 18 pursuant to a contract the enforcement of which can be accomplished by process or penalties.

Highest-level owner means the entity that owns or controls an immediate owner of the offeror, or that owns or controls one or more entities that control an immediate owner of the offeror. No entity owns or exercises control of the highest level owner.

Immediate owner means an entity, other than the offeror, that has direct control of the offeror. Indicators of control include, but are not limited to, one or more of the following: Ownership or interlocking management, identity of interests among family members, shared facilities and equipment, and the common use of employees.

Inverted domestic corporation means a foreign incorporated entity that meets the definition of an inverted domestic corporation under 6…