HomeMy WebLinkAbout4892Contract Number:
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�:'r
CONSTRUCTION TESTING LABORATORIES INC
Goods & Services - Gorst Sewerage Project
Engineering
LEG 12-1
03/08/2010
10/31/2010
09/O1/2010
Comments :
GOODS AND SERVICES AGREEMENT
THIS AGREEMENT, is entered into between the City of Bremerton, a Washington Municipal Corporation ("City"), and
Construction Testing Laboratories, Inc. ("Vendor"), whose mailing address is: 1201 East D Street, Suite 101; Tacoma, Washin t�on
98421.
The parties agree as follows:
1. VENDOR SERVICES. The Vendor shall provide the following goods and materials and/or perform the following services for the
City:
Testing services for the City project, Gorst Sewerage. This will include, but is not limited to:
• Aggregate testing - including sieve analysis, providing proctors for materials, and compaction testing
• Asphalt testing — including review of mix design, analysis of asphalt, comparison to WSDOT and Kitsap County standards, and
compaction testing
2. TIME OF COMPLETION. This contract shall expire on October 31, 2010.
3. COMPENSATION. The City shall pay the Vendor in accordance with the fees shown in Attachment A on a monthly basis. The
value of this Agreement shall not exceed $19,500.00, including applicable Washington State Sales Tax, for the goods, materials and
services contemplated.
A. Defective or Unauthorized Work. The City reserves its right to withhold payment from Vendor for any defective or
unauthorized goods, materials or services. If Vendor is unable, for any reason, to complete any part of this Agreement,
the City may obtain the goods, materials or services by Agreement or otherwise, and Vendor shall be liable to the City
for any additional costs incuned by the City. "Additional costs" shall mean all reasonable costs, including legal costs and
attorney fees, incurred by the City beyond the maximum Agreement price specified above. The City further reserves its
right to deduct the cost to complete this Agreement, including any Additional Costs, from any and all amounts due or to
become due the Vendor.
4. INDEPENDENT CONTRACTOR. Contractor is and shall be at all times acting as an independent contractor and not as an
employee of the City. The Contractor shall secure at its expense, and shall be responsible for all payments of income tax, social security,
state disability insurance compensation, unemployment compensation, and all other payroll deductions for the Contractor, officer, agents,
employees and sub-contractors. The Contractor shall also secure all applicable business licenses, if required, in connection with the contract
services, including all required licenses for Contractor's officers, agents, employees and sub-contractors.
5. TERMINATION. The City may ternunate this Agreement for good cause. "Good cause" shall include, without limitation, any
one or more of the following events:
A. The Vendor's refusal or failure to supply a sufficient number of properly skilled workers or proper materials for
completion of this Agreement.
B. The Vendor's failure to complete this Agreement within the time specified in this Agreement.
C. The Vendor's failure to make full and prompt payment to subcontractors or for material or labor.
D. The Vendor's failure to complete with federal, state or local laws, rules or regulations.
E. The Vendor's filing for bankruptcy or becoming adjudged bankrupt.
If the City tertninates this Agreement for good cause, the Vendor shall not receive any further monies due under this Agreement
until the goods, materials and services required by this Agreement are completed and fully performed.
6. CHANGES. The City may issue a written change order for any change in the goods, materials or services to be provided during
the performance of this Agreement. If the Vendor deternunes, for any reason, that a change order is necessary, Vendor must submit a
written change order request to an authorized agent of the City within fourteen (14) calendar days of the date Vendor knew or should have
known of the facts and events giving rise to the requested change. If the City determines that the change increases or decreases the Vendor's
costs or time for performance, the City will make an equitable adjustment. The City will attempt, in good faith, to reach agreement with the
Vendor on all equitable adjustments. However, if the parties are unable to agree, the City will determine the equitable adjustment as it
deems appropriate. The Vendor shall proceed with the change order work upon receiving either a written change order from the City or an
oral order from the City before actually receiving the written change order. If the Vendor fails to require a change order within the time
allowed, the Vendor waives its right to make any claim or submit subsequent change order requests for that portion of the contract work. If
the Vendor disagrees with the equitable adjustment the Vendor must complete the change order work; however, the Vendor may elect to
protest the adjustment as provided below:
A. Procedure and Protest bv the Vendor. If the Vendor disagrees with anything required by a change order, another written
order, or an oral order from the City, including any direction, instruction, interpretation, or determination by the City, the
Vendor shall:
1. Immediately give a signed written notice of protest to the City;
2. Supplement the written protest within fourteen (14) calendar days with a written statement that provides the
foltowing information:
a. The date of the Vendor's protest.
b. The nature and circumstances that caused the protest.
c. The provisions in this Agreement that support the protest.
d. The estimated dollar cost, if any, of the protested work and how that estimate was deternuned.
e. An analysis of the progress schedule showing the schedule change or disruption if the Vendor is
asserting a schedule change or disruption.
The Vendor shall keep complete records of extra costs and time incurred as a result of the protested work. The
City shall have access to any of the Vendor's records needed for evaluating the protest.
The City will evaluate all protests, provided the procedures in this section are followed. If the City determines that a
protest is valid, the City will adjust payrnent for work or time by an equitable adjustment. No adjustment will be made
for an invalid protest.
B. Vendor's Duty to Comnlete Protested Work. In spite of any protest, the Vendor shall proceed promptly to provide the
goods, materials and services required by the City under this Agreement.
C. Vendor's Accentance of Chanees. The Vendor accepts all requirements of a change order by: (1) endorsing it, (2)
writing a separate acceptance, or (3) not protesting in the way this section provides. A change order that is accepted by
Vendor as provided in this section shall constitute full payment and final settlement of all claims for contract time and for
direct, indirect and consequential costs, including costs of delays related to any work, either covered or affected by the
change.
D. Failure to Protest Constitutes Waiver. By not protesting as this section provides, the Vendor also waives any additional
entitlement and accepts from the City any written or oral order (including directions, instructions, interpretations, and
deternunation).
E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of this section, the Vendor
completely waives any claims for protested work and accepts from the City any written or oral order (including
directions, instructions, interpretations, and deternunation).
7. CLAIMS. The Vendor shall give written notice to the City of all claims other than change orders within fourteen (14) calendar
days of the occurrence of the events giving rise to the claims. Any claim for damages, additional payment for any reason, or extension of
time, whether under this Agreement or otherwise, shall be conclusively deemed to have been waived by the Vendor unless a timely written
claun is made in strict accordance with the applicable provisions of this Agreement; or, if (and only i� no such provision is applicable,
unless that claim is set forth in detail in writing and received by the City within seven (7) calendar days from the date Vendor knew, or
should have known, of the facts giving rise to the claim. At a minimum, a Vendor's written claim must include the information set forth
regarding protests in Section 7(A)(2)(a)-(e).
FAILURE TO PROVIDE A COMPLETE, WRITTEN NOTIFICATION OF CLAIM WITHIN THE TIME ALLOWED SHALL
BE AN ABSOLUTE WAIVER OF ANY CLAIMS ARISING IN ANY WAY FROM THE FACTS OR EVENTS SURROUNDING THAT
CLAIM OR CAUSED BY THAT DELAY.
Vendor must, in any event, file any claim or bring any suit arising from or connected with this Agreement within 120 calendar days
from the date the contract work is complete.
8. WARRANTY. The Vendor shall correct all defects in workmanship and materials within one year from the date of the City's
acceptance of the Contract work. When defects are corrected, the warranty for that portion of the work shall extend for one year from the
date such correction is completed and accepted by the City. The Vendor shall begin to correct any defects within seven (7) calendar days of
its receipt of notice from the City of the defect. If the Vendor does not accomplish the corrections within a reasonable time, the City may
complete the corrections and the Vendor shall pay all costs incurred by the City in order to accomplish the correction.
9. INDEMNIFICATION. Vendor shall defend, indemnify and hold the City, its officer, officials, employees, agents and volunteers
harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in
connection with the performance of this Agreement. Vendor's obligation to indemnify shall not extend to that portion of damages caused by
the City's sole negligence.
The City's inspection or acceptance of any of Vendor's work when completed shall not be grounds to avoid any of these covenants
of indemnification.
Should a court of competent jurisdiction deternune that this Agreement is subject to RCW 4.24.115, then, in the event of liability
for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the
Vendor and the City, its officers, officials, employees, agents and volunteers, the Vendor's liability hereunder shall be only to the extent of
the Vendor's negligence.
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THIS INDEMI�IIFICATION CONSTITUTES
THE CONSULTANT'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE
PURPOSES OF THIS INDEMNIFICATION. THE PARTIES ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED
THIS WAIVER.
The provisions of this section shall survive the expiration or termination of this Agreement.
10. INSURANCE. The Vendor shall procure and maintain for the duration of this Agreement, insurance against claims for injuries to
persons or damage to property that may arise from or in connection with the performance of the Contract work by the Vendor, its agents,
representatives, employees or subcontractors.
Before beginning work on the project described in this Agreement, the Vendor shall provide a Certificate of Insurance evidencing:
Automobile Liabilitv insurance with limits no less than $1,000,000 combined single limit per accident for bodily injury
and property damage; and
2. Commercial General Liabilitv insurance written on an occurrence basis with limits no less than $1,000,000 combined
single limit per occurrence and $2,000,000 aggregate for personal injury, bodily injury and property damage. Coverage
shall include but not be limited to: blanket contractual; products/completed operations/broad form property damage; and
employer's liability.
Any payment of deductible or self insured retention shall be the sole responsibility of the Vendor.
All required policies shall be provided on an "occurrence" basis except professional liability insurance (if required), which shall be
provided on a "claims-made" basis.
The City shall be named as an additional insured on the Commercial General Liability insurance policy, as respects work
performed by or on behalf of the Vendor and a copy of the endorsement naming the City as additional insured shall be attached to
the Certificate of Insurance. The City reserves the right to receive a certified copy of all the required insurance policies.
The Vendor's Commercial General Liability insurance shall contain a clause stating that coverage shall apply separately to each
insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability.
The Vendor's insurance shall be primary insurance as respects the City and the City shall be given thirty (30) days prior written
notice by certified mail, return receipt requested, of any cancellation, suspension or material change in coverage.
The City also reserves its unqualified right to require at any time and for any reason, proof of coverage in the form of a duplicate
of the insurance policy with all endorsements as evidence of coverage.
11. MISCELLANEOUS.
A. Licenses and Taxes. Vendor shall possess a current Bremerton Business License and any regulatory license required to
fulfill Vendor's obligations under this contract. B&O taxes shall be paid when due, and Vendor, by this agreement,
assigns any payments due under this contract to the City Clerk for payment of such tatces which have been declared
delinquent.
B. Conflict and Precedence. In the event of a conflict between the contract documents, the document which rates higher on
the following list shall take precedence:
1. Addenda, if any,
2. Contract,
3. Specifications,
4. Terms and Conditions,
5. Contractor's proposal.
C. Documents Incorporated by Reference. The following documents are incorporated by reference, to include, but not be
limited to:
Terms and Conditions,
2. Specifications,
3. Proposal, and
4. Non-Collusion Affidavit.
D. Nondiscrimination. In the hiring of employees for the performance of work under this Agreement the Vendor, its
subcontractors, or any person acting on behalf of Vendor shall not, by reason of race, religion, color, sex, sexual
orientation, national origin, or the presence of any sensory, mental, or physical disability, discriminate against any person
who is qualified and available to perform the work to which the employment relates.
E. Comvliance with Laws. Vendor shall comply with all federal, state and local laws, rules and regulations throughout
every aspect in the performance of this Agreement.
F. Work Performed at Vendor's Risk. Vendor shall take all precautions necessary and shall be responsible for the safety of
its employees, agents, and subcontractors in the performance of this Agreement. All work shall be done at Vendor's own
risk, and Vendor shall be responsible for any loss of or damage to materials, tools, or other articles used or held for use in
connection with the work.
G. Governing Law. This Agreement shall be governed and construed in accordance with the laws of the State of
Washington. If any dispute arises between the City and Vendor under any of the provisions of this Agreement, resolution
of that dispute shall be available exclusively under the jurisdiction, venue and rules of the Kitsap County Superior Court,
Kitsap County, Washington.
H. Attornev's Fees. In any claim or lawsuit for damages arising from the parties' performance of this Agreement, each party
shall be responsible for payment of its own legal costs and attorney's fees incurred in defending or bringing such claim or
lawsuit; however, nothing in this subsection shall limit the City's right to indemnification under Section 9 of this
Agreement.
I. Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed below,
unless otherwise notified. Any written notice shall become effective upon delivery, but in any event three (3) calendar
days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the
addressee at the address stated in this Agreement.
Notices to be sent to:
J
K.
L.
!�
VENDOR: Construction Testing Laboratories, Inc.
Attn: Cathy Albright
1201 East D Street, Suite 101
Tacoma, WA 98421
Notices to be sent to:
City of Bremerton:
Attn: Gunnar Fridriksson
3027 Olyrnpus Drive
Bremerton, WA 98310
Assignment. Any assignment of this Agreement by the Vendor without the written consent of the City shall be void.
Modification. No waiver, alteration, or modification of any of the provisions of ttus Agreement shall be binding unless in
writing and signed by a duly authorized representative of the City and Vendor.
Severabilitv. If any one or more sections, sub-sections, or sentences of this Agreement are held to be unconstitutional or
invalid, that decision shall not affect the validity of the remaining portion of this Agreement and the remainder shall
remain in full force and effect.
Entire A�reement. The written provisions and terms of this Agreement, together with any attached Exhibits, supersede
all prior verbal statements by any representative of the City, and those statements shall not be construed as forming a part
of or altering in any manner this Agreement. This Agreement and any attached Exhibits contain the entire Agreement
between the parties. Should any language in any Exhibit to this Agreement conflict with any language contained in this
Agreement, the tenns of this Agreement shall prevail.
IN WITNESS WHEREOF, the parties below have executed this Agreement.
VENDOR:
Construction Testing Laboratories, Inc.
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CITY:
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APPROVED AS TO FORM:
By:
Bremert City Attorney
ATTEST:
B . :; ,
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City lerk
City of Bremerton
, . , ,;,•, ,• 11 N
1202 EAST "D" STREET� SUITE 101, TACOMA, WA 98421
Tei # (253) 383-8778 / Fax # (253) 383-2231
website: www.ctiwa.com
ITEM # DESCRIPTION PRICE
TECHNICIAN / ENGINEERING PERSONNEL:
1 , Engineering Technician (Reinforced Concrete � Masonry) ....................................... $ 49 00
- - --- -
2 . Soils � Asphalt Engineering Technician ............................................................. $ 52 00
3 Laboratory Technician ............................................................................... $ 65 00
4 Professional Engineers .............................................................................. $ 120 00
5 Post Tension Inspection ............................................................................. $ 55 00
6 Fireproofing Inspections ............................................................................. $ 50 00
7 Roofing Inspection ................................................................................... $ 50 00
8 Pachometer Technician .............................................................................. $ 85 00
9 Epoxy Bolt / Dowel Inspection ....................................................................... $ 49 00
10 Reinforcing Steel Inspection.._ ..................................................................... $ 49 00
- - - -- - -- ------ --- ---- - - ---- -- — -- -
11 Sam le Pick U
P p ....................................................................................... $ 49 00
12 Lateral Framing / Nailing Inspection ................................................................. $ 55 00
13 Wet Set Reinforcing Steel Inspection ............................................................... $ 50 00
- -- - - --- - - --- ---- --- -- --
- — -- -- -
14 Wood Moisture Testing (In-Field) ................................................................... $ 55 00
15 Piling Inspection ...................................................................................... $ 58 00
- - - -
16 Shotcrete Inspection ................................................................................. $ 50 00
17 Rebound Number of Hardened Concrete (C-805) .................................................. $ 60 00
18 Moisture Vapor through Floor / Slab ................................................................. $ 60 00
19 Hazmat Technician ................................................................................... $ 65 00
CONCRETE :
20 Organic Impurities (C-40) ............................................................................ $ 65 00
21 Sulfate Soundness (C-88)
• Magnesium (C-88), per sample .................................................. $ 300 00
• Sodium (C-88), per sample ...................................................... $ 325 00
22 Unit Weight of Aggregate (C-29) ................................................................... $ 85 00
23 Shotcrete Panels: 3 Cores with Compressive Strength ............................................. $ 150 00
-- - -
• Additional Cores from Panel ..................................................... $ 45 00
- -- - - - --------- -
- - -- - - - - - -
24 Length Change of Hardened Concrete (C-490) ............................................. Quote Upon Request
25 Clay Lumps � Friable Particles (C-142) ............................................................ $ 100 00
26 _ Light Weight Pieces (C-123) ......................................................................... $ 125 00
- — -- - - ---- -- - - -
27 Compressive Strength Tests (C-39) ................................................................. $ 18 00
28 Cast by Client or Contractor Cylinder Specimens .................................................. $ 40 00
29 Flexural Strength, 6" x 6" Concrete Beam (C-293) ................................................. $ 65 00
30 Compressive Strength Cored Concrete Specimens (C-42) ........................................ $ 40 00
31 Compressive Strength Tests (C-39) ................................................................. $ 18 00
32 Cast by Client or Contractor Cylinder Specimens .................................................. $ 40 00
33 Flexural Strength, 6" x 6" Concrete Beam (C-293) ................................................. $ 65 00
34 Compressive Strength Cored Concrete Specimens (C-42) ........................................ $ 40 00
35 Preparation of Concrete Cores, Diamond Sawing (C-42) .......................................... $ 05 00
36 Preparation of Concrete Cores, Diamond Sawing (C-42) [inch of diameter per end] .............. $ 05 00
MASONRY: - - -
- -- - -
ompressive Tests, Mortar or Grout Specimens (UBC-24/23) ..................................... $ 19 00
38 Compressive Tests, Mortar Cubes (C-109) ......................................................... $ 18 00
MAY, 2009 FEE SCHEDULE
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MAY, 2009 FEE SCHEDULE
n�nsm:03-04-10
' • ' � � 1 • � ' • '` �t
1202 EAST "D" S'TREET, SUITE 101, TACOMA, WA 98421
Tel # (253) 383-8778 / Fax # (253) 383-2231
website: www.cUwa.com
ITEM # DESCRIPTION PRICE
39 Compressive Tests, Masonry Unit (C-140) ......................................................... $ 65 00
40 Compressive Strength, Brick (C-67) ................................................................ $ 65 00
--- - --
41 Compressive Strength, Masonry Composite Prisms (UBC-2405) ................................. $ 75 00
42 Absorption Test, Brick (5 hr. Boil) with Coefficient (C-67) .................................. Quote Upon Request
43 Efflorescence Tests ................................................................................... � 175 00
DIAMOND CORING:
44 Coring Technician ..................................................................................... $ 85 00
-- - - --
- ---- - -- - -
- - --- - ---- - --- --- ---- - - ---
45 Coring Support Technician ........................................................................... $ 50 00
HIGH STRENGTH BOLTS:
_ 46 ___High Strength Bolt Ins ection ............ ...................................... 58 00
-p- -------- -- � -
.....................
--- ------ -- - --
47 Bolt Pull-Out (Tension [1 Technician]) .............................................................. $ 75 00
48 Bolt Pull-Out (Tension [2 Technician]) .............................................................. $ 125 00
WELDING:
49 Visual Welding Inspection ........................................................................... $ 58 00
50 Magnetic Particle or Dyepenetrant .................................................................. $ 72 00
- - - - -- - -
51 Ultrasonic Test (UT) .................................................................................... $ 75 00
52 Tensile Strength of Reinforcing Steel (Yield, Elongation, Unit Wt) ......................... Quote Upon Request
53 Radiographic Test ............................................................................. Quote Upon Request
SOILS MECHANICS LABORATORY TESTS:
54 Specific Gravity / Absorption of Coarse Aggregate (C-127) ....................................... $ 65 00
55 Specific Gravity / Absorption of Fine Aggregate (C-128) ........................................... $ 100 00
56 Sieve Analysis (C-136, C-117 [Wet SieveJ) ......................................................... $ 150 00
- -
-
57 Sieve Analysis (Add # 270, C-136, C-117 �1Net Sieve�) ............................................. $ 225 00
58 WSDOT Degradation ................................................................................. $ 125 00
59 Sand Equivalent (D-2419) ........................................................................... $ 85 00
60 Sample Preparation (per hour, if required) .......................................................... $ 65 00
61 Particle Size Analysis (D-422) Hydrometer (without D-854)_ ....................................... 225 00
- -- -- -- - $
62 Particle Size Analysis (D-422) Hytlrometer (with D-854) ............................................ $ 325 00
63 Specific Gravity of Soils (D-854) .................................................................... $ 125 00
64 Specific Gravity / Absorption of Coarse Aggregate (C-127) ........................................ $ 65 00
- - - - - -- -- - - - - - ----- -
65 Atterberg Limits (D-424), Liquid Limit, Plastic Limit, Plasticity Index ............................... $ 150 00
66 Sand Equivalent (D-2419) ........................................................................... $ 85 00
67 Maximum Density Optimum Moisture-Density Curve [ProctorJ (D-698, D-1557) .................. $ 175 00
68 Relative Density of Cohesive Soils (D-4253, D-4254) ...................................... Quote Upon Request
69 pH of Soils/Aggregates (D-2976) ................................................................... $ 125 00
- -- - - - -
70 Laboratory Determination of Moisture Content (D-2216) ........................................... $ 65 00
71 Resistance to Abrasion, Los Angeles Machine (C-131, C-535) .................................... $ 175 00
72 Fracture Face Count ................................................................................. $ 70 00
73 % Organics By Weight (D-2974) .................................................................... $ 125 00
74 Flat � Elongated Pieces in Aggregate (ASTM D-4791) ............................................ $ 125 00
75 Fine Aggregate Angularity without C-128 (AASHTO TP33) ....................................... $ 100 00
76 Fine Aggregate Angularity with C-128 (AASHTO TP33) ........................................... $ 200 00
77 Aggregate Durability Index (AASHTO T-210) ....................................................... $ 150 00
78 Wood Waste (WSDOT) ............................................................................. $ 65 00
MAY, 2009 FEE SCHEDULE
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MAY, 2009 FEE SCHEDULE
REVISED:OH-O4- lO
CONSTRUCTION TESTING LABORATORIES, INC.
1202 EAST "D" STREET, SUITE 101, TACOMA, WA 98421
Tel # (253) 383-8778 / Fax # (253) 383-2231
website: www.ctiwa.com
ITEM # DESCRIPTION PRICE
ASPHALTIC CONCRETE MIXES:
79 Gyratory Tests (Superpave) ........................................................................ $ 200 00
- - -- - -- - - -
80 Extraction and Gradation % Bitumen (T-308) (C-136 [Wet]) Sieve (C-117) ....................... $ 225 00
81 . Specific Gravity of Compacted Field Sample (D-2726) WSDOT 704 (Pavement Core) .......... $ 65 00
82 Complete Mix Design by Gyratory Method (SHRP / Superpave) ........................... Quote Upon Request
83 Permeability of Asphaltic Concrete ........................................................... Quote Upon Request
84 Marshall Test, per Molded Specimen ([D-1559] Includes Stability, Flow and Unit Wt.)
perset of 3 ........................................................................................... $ 450 00
85 Complete Design of Bituminous Mixture by Marshall Method ............................... Quote Upon Request
86 Rice Ma�cimum Theoretical Density (D-2041) ...................................................... $ 110 00
87 Immersion Compression (ASTM D-1075) or TSR (D-4867) ................................ Quote Upon Request
PORTLAND CEMENT:
88 Vicat Tests (Initial �Final Set, C-191) ....................................................... Quote Upon Request
89 Gilmore Tests (Initial � Final Set, C-266) ................................................... Quote Upon Request
PAVEMENT ENGINEERING:
90 Testing and consulting seroices for pavement thickness designs are available. The latest rigid and flexible design
for roatls, highways and airports are utilized. We also provide analysis of existing systems for improvements, or
cause of failure ................................................................................ Quote Upon Request
MISCELLANEOUS:
91 Mileage ............................................................................................... $ 00 65
92 Ferry Char es ................................................................................. Quote Upon Request
- g - -- --- - -- - - — -- - --
93 Per Diem (Lodging, Meals and etc.) ......................................................... Quote Upon Request
94 Dry Density of Fireproofing Material ................................................................. $ 100 00
95 Washington State Non-Residential Energy Code ................................................... $ 65 00
96 Washington State Ventilation � Indoor Air Quality Code Inspection ................................ $ 65 00
- --- - - -- — --- - - - -
97 Emergency Lighting Inspection ..................................................................... $ 55 00
BASIS OF CHARGES (RATE CHARGES � NOTIFICATION) :
g$ Three-hour minimum for inspection, sampling and field-testing. One-hour minimum for cylinder pick-up. Time and one half (1.5) for work in
excess of eight hours per day and Saturdays. All work performed outside normal working hours (07:00 hr. to 16:00 hr.) Monday through
Friday will be charge at 1.5 times the standards rate. Double time for Sundays and Holidays. Four-hour minimum for Weekends and
Holidays. Hourly rates and mileage are portal to portal. Terms are thirty (30) days. Prices are subject to change without notice. Twenty-
four (24) hours notice is required to schedule technician(s).
MAIL DISTRIBUTION (REPORTS) :
gg All overhead, engineer review of reports, final inspection report and mail distribution costs are included in the
hourly / unit rates. THERE ARE NO HIDDEN CHARGES.
TERMS OF SALE (PAYMENT DUE DATE / PAST DUE) :
100 All invoices are "NE(°' and payment is due on the 30�^ day of following the invoice date, unless otherwise stated on
the application invoice. An account is considered past due on 315t day following date of invoice.
All account not paid by date may be subject to suspension. A late charge of 1.5 % per month annual will be
imposed on past due accounts. Customers / Client agree to pay all attomey's fee and costs of collection.
DISPATCH NOTIFICATION :
101 Also, it is the responsibility of the client or designated representative to schedule and/or cancel field work with our
office only, not through field personnel. CTL can not be held responsible for scheduling and/or cancellation of
services made through field inspector(s).
In addition, twenty-four hours notices are required to schedule or dispatch inspector(s) for inspection and testing
services.
MAY, 2009 FEE SCHEDULE
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MAY, 2009 FEE SCHEDULE
REVISED:OS-O4-SO