HomeMy WebLinkAbout2001-131 CONT Chg Orders - Slayden Construction
CITY OF
ASHLAND
REQUISITION
No. PW246A - 2002
Department PW - WWTP Construction Date September 6, 2001
Vendor Slayden Construction, Inc Requested Delivery Date current
PO Box 625 Deliver To Paula Brown
Stayton, OR 97383 Via PAULA BROWN
Account No. 675 . 08. 30. 00. 704200 Note: Please allow approximately two(2) weeks for delivery on items not
generally caried in stored, and approximately two (2) months on printing jobs.)
Item No. Quantity Change Description Use of Purchasing Office Only
date signed Order No. Unit Price Total Price PO No.
8/12/98 1 original On-site Process Improvements - ox ditch, u/v, $12,374,000 00083
varies 1-19 Changes per Feb 29, 2000 Requisition $2,780,073 prior
varies 20-29 Changes per Aug 15, 2000 Requisition $461,219 prior 01391
varies 30-44 Changes per Apr 2, 2001 Requisition $343,067 prior 01391
04/24/01 45-46 Changes per Jun 11, 2001 Requisition $502,969 prior 01391
06/21/01 47 Membrane Filter Bldg - Zenon Coordination $100,000 prior 01391
07/30/01 48 Membrane Filter Bldg - Div 2, 3, 4, and 5 $1,457,115 prior 01391
08/20/01 49 Membrane Filter Bldg - Bridge Crane $47,090 new
09/04/01 50 Misc Ops Bldg and Process Completions $14,325 new
09/04/01 51 Membrane Filter Bldg - HVAC and Div 15 $929,188 new
0
NEW TOTAL S 19,009,046
Job No. I hereby certify that the above items are necessary for the operation
of this department and are budgeted
Department Head or Authorized Person
Issued By Date Received By
for Kari:
BID /RFP /EXEMPT: exempt change orders
Contract Start Date: 01-Sep-98 MAkall
Contract Completion Date: 02-Jun-02 Insurance on file: Yes / No / Not Required
Project No: n/a
CAROLLO ENGINEERS, P.C. Project No. 4411 B30
CONTRACT CHANGE ORDER NO. 49
OWNER: City of Ashland, Oregon PROJECT: Wastewater Treatment Plant
Process Improvements
SRF # 11750
CONTRACTOR: Slayden Construction, Inc. ENGINEER: Carollo Engineers, P.C.
The following changes, additions to or deletions from the work described in the Contract
Documents are hereby authorized:
Item Description Cost Time
No. See attachment dollars (days)
1 RFP-255 Membrane Filter Building - Bridge Crane $47,090.00 -0-
Original Contract Amount $12,374,000.00
Net Change by Previous Change Orders 5,644,433.00
Contract Amount prior to this Change Order 18,018,433.00
Net Change due to this Change Order 47,090.00
New Contract Amount $18,065,523.00
The Contract Time is (unchanged) by -0- calendar days. The Contract completion
date will be June 15, 2002.
The amounts indicated above shall be compensation in full for the work described and shall include all costs,
direct and indirect, including extended overhead.
r/
Accepted by: Date:
(Contractor)
Recommended by: / Date: U U9
(Engineer)
Approved by: ~(-t Date: '2_0 -11-dG Q)
(City)
1
CONTRACT CHANGE ORDER NO. 49
City of Ashland WWTP
Process Improvements
SRF # 11750
Description of Items in Change Order
1. RFP-255 Membrane Filter Building - Bridge Crane. During the past year, there were
discussions of the need to provide effluent filtration and phosphorous removal facilities for the
wastewater treatment plant. Pilot testing took place in the fall of 2000 and design of the
membrane filtration facilities commenced. The City decided to proceed with construction of
these facilities on a fast-track basis to meet the State-mandated operational completion date of
May 1, 2002. This will be accomplished utilizing a series of change orders so that construction
can proceed on portions of the Work while design is completed.
Construction of the facility includes installation of a bridge crane to handle the membrane filter
cassettes. By letter of June 8, 2001, the Engineer provided specifications for the bridge crane
to the Contractor. In a subsequent facsimile transmittal on July 9, the Engineer provided
requested drawing information to the proposed supplier. In a letter dated July 19, the
contractor submitted proposed costs of $47,090.00 for this work. After review, the Engineer
informed the Contractor by letter of August 8, 2001 that the costs were acceptable and would
be included in a forthcoming change order.
2
CAROLLO ENGINEERS, P.C. Project No. 4411 B30
CONTRACT CHANGE ORDER NO. 50
OWNER: City of Ashland, Oregon PROJECT: Wastewater Treatment Plant
Process Improvements
SRF # 11750
CONTRACTOR: Slayden Construction, Inc. ENGINEER: Carollo Engineers, P.C.
The following changes, additions to or deletions from the work described in the Contract
Documents are hereby authorized:
Item Description Cost Time
No. (See attachment) (dollars) (days)
1 RFP-217 Operations Building Laboratory Arrangement 176.00 -0-
2 RFP-246 Revised Equipment Support for Influent Temperature Probe Panel 1,372.00 -0-
3 RFP-249 Operations Building Corner Guards 433.00 -0-
4 RFP-250 Revision to Paving Section - Cross Section and Timing 10,000.00 -0-
5 RFP-251 Operations Building ADA Revisions to Fire Alarm System 1,681.00 -0-
6 RFP-252 Operations Building Door Kick Plates -0- -0-
7 RFP-253 Add Handrail at Operations Building Fan Room Ladder 421.00 -0-
8 RFP-254 Install Fla Valve on Drain Line at Scum Wet Well 242.00 -0-
9 RFP-262 Extension of Phase 3 Milestone Date -0- -0-
Original Contract Amount $12,374,000.00
Net Change by Previous Change Orders 5,691,523.00
Contract Amount prior to this Change Order 18,065,523.00
Net Change due to this Change Order 14,325.00
New Contract Amount $18,079,848.00
The Contract Time is (unchanged) by -0- calendar days. The Contract completion
date will be June 15, 2002.
The amounts indicated above shall be compensation in full for the work described and shall include all costs,
direct and indirect, includi g extended overhead.
Accepted by: / Date: T~ /
o"ontractor)
f
Recommended by:
Date:
5d,67
(Engi er)
Approved by: Date:
(City)
1
CONTRACT CHANGE ORDER NO. 50
City of Ashland WWTP
Process Improvements
SRF # 11750
Description of Items in Change Order
1. RFP-217 Operations Building Laboratory Arrangement. In RFI-1112, dated November 11,
2000, the Engineer noted that revisions in the layout of the Laboratory were desired. These
changes included minor relocation of sinks in several lab stations, modification of cabinets
in Lab Station 3 to allow installation of an under-the-counter BOD incubator, and relocation
of a fume hood from Lab Station 3 to Lab Station 4, all with concomitant cabinet revisions.
These revisions were also the subject of RFI-170 and RFI-171 from the Contractor. By
letter of December 8, 2000, the Engineer provided the Contractor with completed details of
these changes, including necessary electrical and mechanical work. In a letter dated April
20, 2001, the Contractor submitted proposed costs of just $176.00 for this work. After
review, the Engineer informed the Contractor by letter of April 27 that the costs were
acceptable and would be included in a forthcoming change order.
2. RFP-246 Revised Equipment Support for Influent Temperature Probe Panel. By letter of
April 9, 2001, the Engineer informed the Contractor that a modified equipment support was
necessary for mounting the influent temperature probe at the Headworks. The existing
automatic sampler receptacle support would not suffice. In a letter dated May 16, 2001, the
Contractor submitted proposed costs of $1,372.00 for this work, which included removal of
the existing support and re-installation of the sampler receptacle. After review, the Engineer
informed the Contractor by letter of May 16 that the costs were acceptable and would be
included in a forthcoming change order.
3. RFP-249 Operations Building Corner Guards. By letter of May 4, 2001, the Engineer
informed the Contractor that it was desired to install plastic corner guards on all "outer"
corners in gypsum board walls, to avoid damage to the wall corners. In a letter dated May
7, 2001, the Contractor submitted proposed costs of $433.00 for this work. After review, the
Engineer informed the Contractor by letter of May 8 that the costs were acceptable and
would be included in a forthcoming change order.
4. RFP-250 Revision to Paving Section - Cross Section and Timing. During the spring of
2001, there were discussions in the field and at several Monthly Progress Meetings of the
desirability to modify the paving installation by installing 1-1/2 to 2 inches less aggregate
base course material while placing the initially-intended thickness of asphaltic concrete.
This would lower the pavement surface by a like amount. Following completion of the
Membrane Filter Building and Dewatering Building, when additional paving is done, the
presently-paved area would be cleaned and given an additional thickness of AC. By letter
of May 4, 2001, the Engineer formally informed the Contractor of this work, and noted that a
total additional cost of $10,000.00 would be acceptable to the City. On May 7, the
Contractor confirmed this agreement; by subsequent letter of May 8, the Engineer informed
the contractor that this amount would be included in a forthcoming change order.
5. RFP-251 Operations Building ADA Revisions to Fire Alarm System. By letter of May 10,
2001, the Engineer informed the Contractor of the need to install ADA-compliant visual
alarm signaling devices as part of the Operations Building fire alarm system, based on a
2
letter from the Fire Marshall. In a letter dated May 11, the Contractor submitted proposed
costs of $1,681.00 for this work. After review, the Engineer informed the Contractor by
letter of May 14, 2001, that the costs were acceptable and would be included in a
forthcoming change order.
6. RFP-252 Operations Building Door Kick Plates. By letter of May 10, 2001, the Engineer
informed the Contractor that minor cosmetic damage the wood veneer door from the
Laboratory to the Sample Receiving Room could be tolerated if kick plates could be
installed on the "push" sides of all wood veneer doors, and proposed that this be considered
a "no-cost" change. After receiving the Contractor's concurrence, the Engineer informed
the Contractor by letter of May 14 that this work would be included as such in a forthcoming
change order.
7. RFP-253 Add Handrail at Operations Building Fan Room Ladder. By letter of May 17,
2001, the Engineer informed the Contractor of the need to add aluminum handrail at the top
of the ladder in the Mechanical Room of the Operations building, leading to the Vestibule
and Fan Room; this to provide rigidity to the ladder top rails and to close off the opening to
one side of the ladder. In a letter dated June 11, 2001 the Contractor submitted proposed
costs of $421.00 for this work. After review, the Engineer informed the Contractor by letter
of June 14 that the costs were acceptable and would be included in a forthcoming change
order.
8. RFP-254 Install Flap Valve on Drain Line at Scum Wet Well. By letter of May 18, 2001, the
Engineer informed the Contractor of the need to install a flap valve on the end of the 6-inch
drain line from the pig launcher area to the scum wet well at the RAS/WAS Pump Station,
using one of the 6-inch flap valves not used in the old Primary Clarifier. In a letter dated
June 12, 2001 the Contractor submitted proposed costs of $242.00 for this work. After
review, the Engineer informed the Contractor by letter of June 14 that the costs were
acceptable and would be included in a forthcoming change order.
9. RFP-262 Extension of Phase 3 Milestone Date. By letter of August 10, 2001, the Engineer
informed the Contractor of the need to revise the Milestone Completion date for Phase 3 of
the Work. The Final Completion Date for all Work was extended, in Change Order 46 (from
RFP-245), to allow construction of the Membrane Filter Building. That change order did not
revise the Milestone Dates for Phases 2 and 3. Substantial completion of Phase 2 was
achieved within the time necessary. The need to expedite construction of the Membrane
Filter Building required that the Contractor utilize his resources for construction of that
facility. This resulted in delays in completion of Phase 3 work by the time previously set
forth in Change Order 35 (i.e., substantial completion by April 29, 2001).
After discussions with the Contractor and City, it was considered appropriate to extend the
milestone date for completion of Phase 3 work to the actual dates when portions of the
Work were put into use and/or were completed for use by the City.
Following is a table of original, present and proposed milestone times and dates for
completion of the Work, as set forth in the Agreement and in Specification Section 01110:
3
Milestone Initial Time/ ate Present Time/Date Proposed Time/Date
Phase 1 500 days 693 days (C.O. #31) N/A
January 20, 2000 July 31, 2000
Phase 2 700 days 933 days (C.O.#35) N/A
August 7, 2000 March 28, 2001
Phase 3 800 days 965 days (C.O.#35) Operations Building:
November 15, 2000 April 29, 2001 974 days
May 8, 2001
NaOH System:
1,017 days
June 20, 2001
Landscaping:
1,017 days
June 20, 2001
SCADA System.
1,022 days
June 22, 2001
Phase 4 N/A N/A 1,332 days (C.O.#46)
May 1, 2002
FFinal 860 days 1,377 days (C.O.#46) 1,377 days (C.O.#46)
Completion January 14, 2001 June 15, 2002 June 15, 2002
4
CAROLLO ENGINEERS, P.C. Project No. 4411 B30
CONTRACT CHANGE ORDER NO. 51
OWNER: City of Ashland, Oregon PROJECT: Wastewater Treatment Plant
Process Improvements &
Membrane Filtration
SRF # 11750
CONTRACTOR: Slayden Construction, Inc. ENGINEER: Carollo Engineers, P.C.
The following changes, additions to or deletions from the work described in the Contract
Documents are hereby authorized:
Item Description Cost Time
No. (See attachment) (dollars) (days)
1 RFP-248 Membrane Filter Building - HVAC 108,344.00 -0-
2 RFP-265 Membrane Filter Building - Division 15 (except HVAC 820,844.00 -0-
Original Contract Amount $12,374,000.00
Net Change by Previous Change Orders 5705,848.00
Contract Amount prior to this Change Order 18,079,848.00
Net Change due to this Change Order 929,188.00
New Contract Amount $19,009,036.00
The Contract Time is (unchanged) by -0- calendar days. The Contract completion
date will be June 15, 2002.
The amounts indicated above shall be compensation in full for the work described and shall include all costs,
direct and indirect, including extended overhead.
Accepted by' ~ , / Date: o
ontractor)
Recommended by: Date: 081-30-01
( gineer)
,,y
Approved by: Date:
(City)
1
CONTRACT CHANGE ORDER NO. 51
City of Ashland WWTP
Process Improvements & Membrane Filtration
SRF # 11750
Description of Items in Change Order
1. RFP-248 Membrane Filter Building - HVAC. During the past year, there were discussions
of the need to provide effluent filtration and phosphorous removal facilities for the
wastewater treatment plant. Pilot testing took place in the fall of 2000 and design of the
membrane filtration facilities commenced. The City decided to proceed with construction of
these facilities on a fast-track basis to meet the State-mandated operational completion
date of May 1, 2002. This will be accomplished utilizing a series of change orders so that
construction can proceed on portions of the Work while design is completed.
Construction of the facility requires installation of heating, ventilating and air conditioning
systems, equipment and controls. By letter of April 24, 2001, the Engineer informed the
Contractor of this need and provided specifications and schedules for air conditioning
equipment, electric unit heaters, fans and controls, and drawings for duct work. In a letter
dated July 19, the Contractor submitted proposed costs of $106,353.00 for this work. This
was discussed with the Contractor at a negotiating meeting on July 20. Subsequently, RFI-
532 clarified some questions regarding the fans. In a letter dated August 8, 2001, the
Engineer informed the Contractor of the need to extend the air supply duct in the Lower
Level of the building. On August 27, the Contractor submitted additional costs for this duct
extension, totaling $1,991.00. After review, the Engineer informed the Contractor by letter
of August 27 that total costs of $108,344.00 for HVAC work would be included in a
forthcoming change order.
2. RFP-265 Membrane Filter Building - Division 15 (except HVAC). As indicated above,
construction of membrane filter facilities will be accomplished utilizing a series of change
orders so that construction can proceed on portions of the Work while design is completed.
As the design of facilities progressed, the Contractor was provided with drawings of the
proposed building and concomitant site work. In a series of letters, the Contractor
submitted proposed costs for portions of the Work. In a letter dated May 14, 2001, the
Contractor submitted proposed costs for site (yard) piping; at an August 7 negotiating
meeting, this was reduced somewhat; when OH&P was included, revised costs were
$132,196.00. In a letter dated June 14, 2001, the Contractor submitted proposed costs of
$662,724.00 for all interior mechanical piping and related work; this was discussed and
agreed upon at a negotiating meeting on July 20. In a letter dated June 29, the Contractor
submitted proposed costs of $25,924.00 for all plumbing and fixtures; this was also
discussed and agreed upon at the July 20 meeting.
In a letter dated August 28, the Engineer established this RFP to include all Division 15
work on the Membrane Filter Building, except HVAC systems covered by RFP-248, and
indicated that the cumulative total amount of $820,844.00 would be included in a
forthcoming change order.
2
ca rO LLO wPrd 's ponhid In llolib rs
q crvc./ nhNinns
e n G 1 n e e r- S foiir rh llin.ei' uos(' 11 'r' .cr'I't'r'.
August 30, 2001
W.O. 4411 B.30
Slayden Construction, Inc.
P.O. Box 625
Stayton, Oregon 97383
Attention: Zack Secrest, Superintendent/Project Engineer
Re: City of Ashland
WWTP Process Improvements
Request for Proposal RFP-265
Membrane Filter Building - Division 15 (except HVAC)
As noted in RFP-245, the City needs to provide membrane filtration of secondary effluent;
new filtration facilities must be operational by May 1, 2002. The City has decided to proceed
with construction utilizing a series of change orders to allow work to proceed rapidly.
This RFP is established to cover work under Specification Division 15, including all piping,
valves, accessories and specialties, couplings, identification, testing, plumbing and plumbing
fixtures. The exception is work relating to HVAC systems, equipment, controls and testing,
adjusting and balancing; all HVAC work was covered under RFP-248.
Your proposed costs for this work have been received and are summarized on the attached
sheet. The costs were discussed at negotiating meetings on July 20 and August 7, 2001; the
resulting total proposed costs of $820,844.00 are acceptable. Please confirm your
understanding of this total amount so it can be included in a forthcoming change order as an
increase in Contract Price.
Please contact us if you have any questions.
Very truly yours,
CAROLLO ENGINEERS, P.C.
G"'A~
Peter C. Williams, P.E.
Enclosure
cc: land - Paula Brown (w/ enclosure & Slayden letters)
Ashland - Building Division (w/ enclosure)
Carollo - Portland (w/ enclosure & Slayden letters)
ASHLAND VWVTP 1295 OAK STREET ASHLAND, OREGON 97520 541-488-4339 fax: 541-488-4379
ASHLAND WWTP
PROCESSIMPROVEMENTS
& MEMBRANE FILTRATION
RFP-265 Membrane Filter Building - Division 15 (except HVAC)
Following is a summary of the proposed costs for work under Specification Division 15, except
for HVAC work, for the Membrane Filter Building:
Item Slayden Letter Proposed
Date Costs
Site (yard) piping May 14, 2001 132,196.00
Interior piping & mechanical work June 14, 2001 662,724.00
Plumbing - piping & fixtures June 29, 2001 25,924.00
TOTAL PROPOSED COSTS - 820,844.00
1
RL ~w ~ MM 1 s ZQ~
ONSTRUCTION, !N
May 14, 2001 Letter # 205-200-500-
Mr. Paul Schuler - -
Carollo.EDgineers
5100-S.W. MacAdam Ave. ;
Portland Or, 97201
Re: City of Ashland WWTP Improvements
Filtration Building -
Dear Paul,
After. receiving your E-mail questioning some of.o cost structure for the above
mentioned project we have-completed our review of division 15 yard piping. Please note
we have.iDcltided Carollo site plans with our layoiT of the various services required to..
operate the new Filtration process. Also note the pipe material takeoff, estimated.'labor
budget for the various tasks, and the equipment sp ead sheet detailing costs and
durations.
We are concerned that the Carollo budgets do not accurately reflect the amount of, labor
or materials required.to. perform the various scopeof work. Currently we. are preparing
the same-level of documentation for the remaining ~portion of division 15 (Mechanical
package) and division 5 (Metals). -However we w uld ask that your office revisit ,division-
3_ We feel that not only are the uantities'offbut the per and rice is louver thawindu
standard and that our 15% mark-up per the contract documents has not been refle~te~iri j
the budgets..
We look forward to finalizing this. RFP and movin ahead with the pray ot,: 1e9" "do -It
hesitate to contact us if we can be of assistance, j -
Sincerely
Greg Huston.///-~ _
Project Manager
ec~
J//! / ~ - P.O. Box 625
Stayton. Oregon 97383
(503) 769-1969.
Fax; (503 769=4525
- _ OR C
Estimate Recap Division 15 Yard Piping
15050 SITE PIPING INSTALLATION 118,453
Site piping installation labor 952 mh 41.92 39,908
Pipe Materials 30,110
Site equipment & Fuel 29,250
Maintenance 5,000
Pipe Zone crushed granular V 1,146 ton 10.8 12,377
Loose spec pipe rock 0 ton 9 0
Expendables 1,808
Mobilization in div. 1
TOTAL ESTIMATE 118,453
I 1 ~f~ Rs3
~5~ a~lfP - r7,ZS~3.
Ti3~, X96:
Ashland Filtration Yard Piping Materials
ASHLAND YARD
SEWER 3034
6" SCH 3034 140 LF $1.38 $192.92
10" x 6" WYE 1 EA $50.27 $50.27
10" FERNCO 2 EA $18.12 $36.24
61. WYE 2 EA $11.26 $22.52
6" 45 DEGREES 4 EA $5.77 $23.09
CLEAN OU BOX W/ LID 2 EA 534.70 $69.39
6" FMTHRD ADT 2 EA $9.09 $18.17
6" THRD PLUGS 2 EA $5.88 $11.75
6'' TWIST PLUGS 2 EA $13.08 $26.16
48" x 6'-0" MH 1 EA $1,800.00 $1,800.00
1_ 2" Cu
2" Cu PIPE 100 LF $4.85 $484.90
2" CV 90 DEGREES 6 EA $7.85 $47.11
2" CV COUPLINGS 6 EA $3.94 $23.63
2" CV UNIONS 2 EA $29.67 $59.33
2" TEE 1 EA $13.86 $13.86
2" GATE VALVE 1 EA $38.65 $38.65
REJECT SCH 80 PVC
8" SCI-I 80 PVC 140 LF $7.10 $993.72
8" COUPLERS 10 EA $26.73 $267.28
8" 90 DEGREES 1 EA $64.99 $64.99
8" 45 DEGREES 2 EA $61.44 $122.88
8" MJ SLEEVE W/ MEGA LUG 2 EA $136.84 $273.68
8" MJ TEE W/ MEGA LUG 1 EA $218.34 $218.34
8" DIP X SCH 80 PVC TRANS 1 EA $140.57 $140.57
8" MJ GV 1 EA $513.45 $513.45
24„ FE SCH 3034
24" 3034 40 LF $32.27 $1,290.64
24" 90 DEGREES 1 EA $740.35 $740.35
24" DRESSERS 3034 X DIP 1 EA $1,359.93 $1,359.93
24" 45 DEGREES 1 EA $574.74 $574.74
6„4W
6" DIP 130 LF $9.56 $1,242.15
6" MJ SLEEVE W/ MEGA LUGS 3 EA $119.64 $358.92
6" MJ TEE W/ MEGA LUGS 1 EA $175.72 $175.72
6" MJ GV 1 EA $322.92 $322.92
VALVE BOX W1 LID 3 EA $34.70 $104.09
6" MJ 45 DEGREES W/ MEGA LUGS 2 EA $114.41 $228.83
FAST-TITE GASKETS 8 EA $56.02 $448.16
Ashland Filtration Yard Piping Materials
SPD
3" SCH 80 PVC 140 LF $2.63 $368.20
3" COUPLERS 10 EA $7.29 $72.93
3" 90 DEGREES 2 EA $5.46 $10.92
3" 45 DEGREES 2 EA $12.49 $24.99
6" MJ TEE W/ MEGA LUG 1 EA $175.72 $175.72
6" MJ SLEEVES W/ MEGA LUG 2 EA $119.64 $239.28
6" MJ PLUG W/ 3" TAP 1 EA $74.01 $74.01
3" MTAD 1 EA $7.19 $7.19
GAL GLUE/PRIMER 1 EA $47.78 $47.78
BRUSHES 10 EA $1.95 $19.50
5TD
8" 3034 200 LF $2.38 $475.80
8" x 4" WYE 2 EA $14.85 $29.69
4" 3034 40 LF $0.68 $27.04
PRECAST CB 5 EA $747.50 $3,737.50
4" SAND COLLAR 3 EA $5.66 $16.97
4" FERNCO 3 EA $3.97 $11.90
10" x 8" WYE 1 EA $79.46 $79.46
10" x 6" WYE 1 EA $50.27 $50.27
6" 3034 60 LF $1.38 $82.68
1o" FERNCO 4 EA $18.12 $72.49
8" 45 DEGREES 3 EA $16.16 $48.48
6" 45 DEGREES 2 EA $5.77 $11.54
6" FERNCO 3 EA $8.48 $25.43
8" 45 DEGREES 6 EA $16.16 $96.95
TRACER TAPE 1000 LF $0.03 $26.00
RF JFQT SCH 80 PVC
8" WYE 2 EA $360.62 $721.24
8" x 4" WYE 1 EA $300.69 $300.69
8" x 4" TEE 3 EA $190.13 $570.38
8" 45 DEGREE BEND 1 EA $61.44 $61.44
8" 90 DEGREE 1 EA $64.99 $64.99
8" SCH 80 PVC 80 LF $7.10 $567.84
4" SCH 80 PVC 20 LF $2.38 $47.58
4" 90 DEGREE 1 EA $8.28 $8.28
4" x 5-0" VIC X FL SR 3-0 FROM VIC SS SCH 10 4 EA $296.01 $1,184.04
4" VANSTONE FL 4 EA $11.44 $45.76
8" x 5'-0" VIC X FL SR 3-0 FROM VIC SS SCH 10 1 EA $331.88 $331.88
8" VANSTONE FL 1 EA $29.29 $29.29
4" SS NBG 4 EA $11.77 $47.06
8' SS NBG 1 EA $20.10 $20.10
8" SLIP PLUG W/ 2" TAP 2 EA $201.50 $403.00
2" SS SCH 40 20 LF $5.24 $10478
RfP
Ashland Filtration Yard Piping Materials
REJECT SCH 80 PVC (cont)
4" X 2'-0" HDG SLEEVE W/ SR 1 EA $87.19 $87.19
4" x 2" SS LINK SEAL 1 EA $20.51 $20.51
2" SS BALL VALVE 1 EA $97.18 $97.18
2" SCH 40 SS THRD 90 DEGREE 3 EA $7.38 $22.15
8" COUPLERS 2 EA $26.73 553.46
['~CK PULE SCH 80 PVC
8" x 10" RED 1 EA $72.66 $72.66
10" 45 DEGREE 1 EA $386.83 $386.83
10" TEE 1 EA $607.65 $607.65
10" 90 DEGREE 2 EA $581.70 $1,163.40
10" x 4'-0" VIC X FL W/ SR 1-10" FROM VIC 2 EA $700.10 $1,400.20
10" SCH 80 PVC 60 LF $10.65 $638.82
GAL GLUE & PRIMER 2 EA $47.78 $95.55
10" VANSTONE FL 2 EA $75.84 $151.68
DRAIN PUMP DIP CL SI
10" MJ TEE 4 EA $182.39 $729.56
10" MJ 90 DEGREE 5 EA $141.28 5706.42
10" x 18'-0" DIP CL SI 5 EA $15.99 579.95
10" x 5'-0" VIC X PE W/ SR 2-0 FROM VIC 1 EA $257.36 $257.36
10" x 5-0" TFL X PE W/ SR 10" FROM FL 1 EA $346.78 $346.78
10" BF 1 EA $92.69 $92.69
10" SS NBG 8 EA $28.60 $228.80
10" MJ ACCESS 18 EA $23.04 $414.65
$30,110.66
ra. .rrr».vi [i[' T I.n '~T Tn /n'! nn
Ashland Filtration Division 15 Yard Piping Equipment Budgets
Description Duration / Month Rate Totals
PC 220 Trackhoe 2.5 $ 6,500.00 $ 16,250.00
580 K Backhoe 2.5 $ 1,800.00 $ 4,500.00
Misc. Rental 2.5 $ 1,500.00 $ 3,750.00
Fuel 2.5 $ 1,900.00 $ 4,750.00
Pickup (in div. 1) 0 $ -
Mob (in div. 1) 0 $ -
Equipment Totals $ 29,250.00
Ashland Filtration Division 15 Yard Piping Labor Budgets
Description Man Days Hours $41.92/hr
Yard Pile
San. Sewer 12 96 $ 4,024.32
8" Reject 11 88 $ 3,688.96
2" 1 water 6 48 $ 2,012.16
6" 4 water 8 64 $ 2,682.88
3" PD 9 72 $ 3.018.24
Storm Drain 22 176 $ 7,377.92
Alum Drain 3 24 $ 1,006.08
24" FE 6 48 $ 2,012.16
Sub Total 77 616 $25,822.72
UnderStab
Backwash 15 120 $ 5,030.40
Reject 15 120 $ 5,030.40
Drains 12 96 $ 4,024.32
Sub Total 42 336 $14,085.12
Total Labor Budget $39,907.84
R~P1~s
YCQNSTPt~_)C'7I1C,
-June 147-2001 Letter # 228-200-506
Mr.-Paul Schuler
Carollo Engineers
5100 S.W.' MacAdam Ave.
Portland Or. 97201
Re:. City of Ashland WWTP P-Improvements
Filtration Building Division 15 Interior Mechanical Piping System
Dear Paul: -
We have re=co" fumed our inside Mechanical piping cost structure. - Over the past month
we were able to procure several. quotes for Carbon Steel pipe. and misc. biiy out items that
have verified our original budgets.
Bare in mind this is an.extremely complex. niechaxiical system, which requires full
comprehension of the PI&D documents.. For your. convenience we have attached a bid
summary detailing labor; materials, equipm6nt, and any subcontractors: Also included is
a specific labor break down per piping system and various material quotes. ~
Please review-our attached spreadsheet detailing costs for this scope. We .look forward to
finalizing this RFP and moving ahead with the project, Please don't hesitate to contact
if we can be of fuither assistance.
Sincerely
Greg Huston
Project Manager..
j~ i,
P.O, Box 625
Stayton, Oregon 97383
(503) 769-1969
Fax: (503 769-4525
- O
08;2'8101 121:29 FAX ASHLAND 4 005
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Ashland Filtration Division 15 Yard Piping Labor Budgets
Description Man Days Hours 45.85/hr
I'
Pine ,sy.stem
Eff fittings and flare 9 72 5 3,301.20
4w Piping - Suction & Discharge 12 96 $ 4,401.60
i
Back pulse - Suction 14 112 S 5,135-20
Back pulse - Discharge 36 288 $ 13,204.80
Permeate - Suction 28 224 $ 10,270.40
Permeate - Discharge' 22 176 $ 8,069.60
Vacuum system r 7 56 $ 2,567.60
Dip Tank Water 16 128 $ 5,868.80
15 120 S 5,502.00
Dip Tank Waste .
Dip Tank Drain 9 72 $ 3,301.20
Dip Tank Air 9 72 $ 3,301.20
LPA @ Blower room 16 128 $ 5,868.80
LPA System i. 39 312 $ 14,305.20
Reject System 46 368 $ 16,872.80
r.
Dist. Channel 17 136 $ 6,235.60
SPD System 3 24 $ 1,100.40
Air service to Valve operators 31 248 $ 11,370.80
Service Air system 18 144 $ 6,602.40
Alum System 34 272 $ 12,471.20
Chemical Piping 42 336 $ 15,405.60
Transfer - Suction & Discharge i 15 120 $ 5,502.00
Total Labor Budget 438, 3504 $160,658.40
I
ASHLAND FILTRATION MECHANICAL
DISTRUBUTION DIE Unit Cost
12" x 2-0" TFL X TFL W/ SR 4 EA $593.18 $2,372.71
12" x V-0" FL X FL 4 EA $296.04 $1,184.14
12" SS NBG 8 EA $51.00 $407.99
16" x 2'-0" TFL X TFL W/ SR 1 EA $1,355.29 51,35529
16" x 2'-0" FL X FL 1 EA $705.07 $705.07
16" FL 90 DEGREE 1 EA $962.78 $962.78
16" x 5'-0" FL X PE 1 EA $594.28 $594.28
16" MJ 90 DEGREE W/ MEGA LUG 1 EA $807.90 $807.90
16" SS NBG 3 EA $112.42 $337.27
DRAIN UMP S 1 .TION ME
10" FL 90 DEGREE 5 EA $273.59 $1,367.93
14" x 2'-0" HDG SLEEVE W/ SR 4 EA $432.33 $1,729.31
14" x 10" SS LINK SEALS 8 EA $103.84 $830.75
10" x 2'-0" FL X FL 9 EA $277.51 $2,497.60
10" x 2'-0" TFL X TFL W/SR 4 EA $424.97 $1,699.88
10" FLARCO 90 DEGREE FL 4 EA $517.50 $2,070.02
10" x 3'-0" FL X FL 4 EA $316.04 $1,264.17
10" SS NBG 8 EA $50.00 $399.98
10" NBG 20 EA $16.37 $327.34
10" FLA W/ RESTRAINTS 1 EA $559.08 $559.08
REJECT PUMP SUCTION SS SCH 10
4" VIC 90 DEGREE 8 EA $65.43 $523.43
4" x 2'-0" VIC X FL 4 EA $88.75 $355.00
6" x 2'-0" HDG SLEEVE W/ SR 8 EA $275.30 $2,202.41
6" x 4" SS LINK SEAL 8 EA $54.12 $432.95
4" x 10'-0" VXV 4 EA $162.12 $648.49
4" x T-0" VXV 4 EA $75.67 $302.69
4" VIC COUPLER 20 EA $38.04 $760.80
4" SS EXPANSION JOINTS W/ RESTANTS 8 EA $1,230.45 $9,843.60
4" x 5-0" V X FL 4 EA $125.80 $503.20
4" FL 90 DEGREE 8 EA $94.16 $753.27
4" x 2'-0" FL X FL 4 EA $114-18 $456.72
4" x 4'-0" FL X PE 4 EA $101.86 $407.42
4" SS FLA EPOXY COATED W/ STAINLESS BOLTS 8 EA $108.36 $866.84
BACKPUI~SE SCH 10 SS
10" x 4" VIC TEE 2 EA $601.32 $1,202.63
10" VIC 90 DEGREE 4 EA $598.94 $2,395.74
10" x 2'-0" V X FL 2 EA $311.05 $622.10
4" x 2'-0" V X FL 2 EA 588.75 $177.50
10" X 61-0" V X V 2 EA 5391.70 $783.41
10" VIC COUPLER 8 EA $108.02 $864.16
10" SS NBG 2 EA $50.00 $100.00
4" SS NBG 2 EA $11.77 $23.53
4" VIC 90 DEGREE 2 EA $65.43 $130.86
4" FLA EPOXY SS 2 EA $155.57 $311.14
4" x 5'-0" VIC X PE 2 EA $125.80 $251.60
4" VIC COUPLER 4 EA $38.04 $152.16
4" VIC X FL ADT 2 EA $76.40 $152.80
10" VIC X FL ADT 4 EA $265.60 $1,062.41
10" VIC TEE 2 EA $422.49 $844.97
10" x 4'-0" VIC X VIC 5 EA $300.82 $1,504.10
10" FL 90 DEGREE 2 EA $478.08 $956.15
10" VIC X FL ADT 2 EA $265.60 $531.21
10" x 8" FL RED 2 EA $288.17 $576.34
8" EXPANSION JTS W/ RESTRAINTS 2 EA $1,757.21 $3,514.42
10" VIC TEE 1 EA $422.49 3422.49
10" VIC FL ADT 3 EA $265.60 $796.81
10" x 6'-0" VXV 1 FA $391.70 $391.70
10" x 9'-0" VXV 2 EA $528.05 $1,056.09
10" SS NBG 14 EA $50.00 $699.97
10" VIC COUPLERS 10 EA $108.02 $1,080.20
6" x 8" FL RED 2 EA $224.39 $448.79
8" x 2'-0" VXV 2 EA $157.12 $314.24
8" VIC X FL ADT 4 EA $188.81 $755.25
8" VIC 90 DEGREE 2 EA $302.95 $605.90
8" VIC TEE 1 EA $366,05 $366.05
8" x 6'-0" VXV 1 EA $287.12 $287.12
8" x 3'-0" VXV 1 EA $189.62 $189.62
8" x 13'-0" VXV 1 EA $514.62 $514.62
8" x 6-0" V X X 1 EA $253.70 $253.70
8" VIC X FL ADT 5 EA $188.81 $944.06
8" x 9'-0" VXV 2 EA $384.62 $769.24
8" VIC TEE 1 EA $366.05 $366.05
8" VIC CROSS 4 EA N/A N/A
8" VIC 90 DEGREE 8 EA $302.95 $2,423.62
12" x 2'-0" HDG SLEEVE W/ SR 4 EA $234.65 $938.60
12" x 3" SS LINKSEAL 4 EA $171.99 $687.96
8" VIC COUPLERS 40 EA $89.32 $3,572.80
BACK PU~ SCH 10 SS CONT
8" x 12'-0" V X V 2 EA $352.12 $704.24
8" x 4'-0" VXV 5 EA $222.12 S1,110,59
8" x 7'-0" VXV 1 EA $319.62 $319.62
8" x V-0" VXV 4 EA $124.62 $498.47
8" x 7'-0" V X FL W/ 1 EA THD TAP 1" THR TAP 4 EA $266.85 51,067.40
PERMEAT_ E SCH 10 SS
8" x 4'-0" V X FL Wl 1/2" THR TAP 4 EA $296.67 51,186.69
8" x 5-0" VXV 4 EA $254.62 $1,018.47
8" VIC X FL ADT 8 EA $188.81 $1,510.50
8" VIC COUPLER 8 EA $89.32 $714.56
12" x 2'-0" HDG SLEAVE W/ SR 4 EA $234.65 $938.60
12" x 8" SS LINK SEAL 4 EA $171.99 $687.96
8" SS NBC 16 EA $20.10 $321.57
8" x 6" FL RED 4 EA $224.39 $897.57
6" EXPANSION JOINTS W/ RODS 4 EA $1,664.91 $6,659.64
6" EXPANSION JOINTS W/ RODS 4 EA $1,664.91 $6,659.64
6" x 6'-0" FL X FL 4 EA $326.08 $1,304.32
6" SS NBG 20 EA $19.59 $391.82
12" x 6" VIC TEE 3 EA $980.17 $2,940.52
6" VIC PL ADT 4 EA $158.81 $63523
12" x 10" VIC TEE 1 EA $863.06 $863.06
12" x 12" VIC TEE 1 EA $732.23 $732.23
12" x 4" VIC RED 1 EA $1,401.06 $1,401.06
12" x 6" VIC RED 1 EA $1,169.61 $1,169.61
6" VIC 90 DEGREE 1 EA $173.91 $173.91
12"x12'-0" VXV 1 EA $842.54 $842.54
12" x 9'-0" VXV 1 EA $671.28 $671.28
6" x 12'-0" VXV 1 EA $303.24 $303.24
12"x13'-0" V X V 3 EA $899.64 $2,698.92
12" x 2'-0" TFL X TFL W/ SR 1 EA $1,537.30 $1,537.30
12" VIC X FL ADT 1 EA $340.95 $340.95
12" SS NBG 1 EA $51.00 $51.00
12" VIC 90 DEGREE 3 EA $939.32 $2,817.95
12" VIC COUPLING 20 EA $168.54 $3,370.80
6" VIC COUPLING 2 EA $68.45 $136-90
4" TO DIP TUNKS
4" VIC 90 DEGREE 9 EA $58.06 $522.52
4" x 12'-0" VXV 4 EA $230.09 $920.35
4" x 15'-0" VXV 3 EA $286.40 $859.21
4" x 6'-0" VXV 4 EA $131.90 $527.59
4" x 4'-0" VXV 4 EA $104.10 $416.42
4" VIC COUPLING 35 EA $38.04 $1,331.40
i
DRAIN PUMP
8" FLA 1 EA $272.57 $272.57
8" EXPANSION JT W/ RODS 1 EA $1,757.21 $1,757.21
8" x 2'-0" FXF 2 EA $258.74 $517.48
8" VIC 90 DEGREE 1 EA $145.65 $145.65
8" VIC FL ADT 7 EA $136.34 $954.41
8" x 8'-0" V X V W/ 1" THR TAP 1 EA $269.37 $269.37
8" x 6'-0" V X V W/ 1" THR TAP 1 EA $187.85 $187.85
8" x 2'-0" V X V W/ 1" THR TAP 1 EA $9,427.60 $9,427.60
8" x 14'-0" V X V W/ 1" THR TAP 1 EA $364.57 $364.57
8" VIC 45 DEGREE 1 EA $133.82 $133.82
8" VIC TEE. 5 EA $178.92 $894.60
8" VIC CAP 2 EA $69.10 $138.19
8" VIC 90 DEGREE 13 EA $145.65 $1,893.48
12" x 2'-0" NDG SLEEVE W/ SR 4 EA $234.65 $938.60
12" x 10" SS LINKSEALS 4 EA $10184 $415.38
8" x 6'-0" VXV 2 EA $187.85 $375.70
8" x 16'-0" VXV 1 EA $426.45 $426.45
8" x 12'-0" VXV 1 EA $319.75 $319.75
8" x 2'-0" VXV 2 EA $100.78 $201.55
8" VIC COUPLERS 80 EA $89.32 $7,145.60
8" x 8'-0" VXV _ 4 EA $238.60 $954.41
8" VIC 45 DEGREE 4 EA $133.82 $535.29
8" VIC X 3'-0" V X V W/ 2 EA 1" TAPS 4 EA $202.85 $811.41
VIC X 51-0" 4 EA $166.36 $665.44
AlS CARBON STL EPOXY GATED
8" FL TEES 1 EA
8" FL LR 90 DEGREE 3 EA
8" x 12'-0" F X F 3 EA
8" x 40'-0" F X F 1 EA
8" x 5'-0" F X F 4 EA
12" x 2'-0" HDG WALL SLEEVE W/ SR 4 EA $234.65 $938.60
12" x 8" LINK SEAL 4 EA $124.62 $498.47
8" SS 90 DEGREE SCH 10 FL 8 EA $453.18 $3,625,44
8" x 4'-0" F X F 10 EA
8" INSULATION KIT 8 EA 527.12 $216.94
8" CARBON STL LR 90 DEGREE 2 EA
8" x 4" CARBON STL WYE 3 EA
8" x 6" CARBON STL WYE 2 EA
8" x 9'-0" STL F X F 6 EA
6" 45 DEGREE STL F X F 6 EA
6" 90 DEGREE STEEL F X F 6 EA
6" x 10'-0" STL F X F 4 EA
6" EXPANSION JT 6 EA $1,664.91 $9,989.46
4" EXPANSION JT 6 EA $1,230.45 $7,382.70
6" SS NBG 40 EA $19.59 $783.64
8" SS NBG 40 EA $20.10 $803.92
PERMEATE SCH 10 SS
i~~
1? EBNIEAIE SCH 10 SS
6" x 5-0" F X F 4 EA $306.59 $1,226.37
6" x 3'-0" F X F 4 EA $267.63 $1,070.52
6" FL 90 DEGREE 4 EA $199.75 5798.98
6" x 4" FL RED 4 EA $123.06 $492.23
4" EXPANSION JTS W/ RODS 4 FA $1,230.45 $4,921.80
8" LP FL 90 DEGREE W/ BASE SUPPORT 4 FA $468.72 $1,874.88
8" SS NBG 8 EA $20.10 $160.78
10" x l'-0" HDG SLEEVE W/ SR 6 EA $234.14 $1,404.86
10" x 8' LINK SEAL 6 EA $171.99 $1,031.94
PJa l?11.>mas
2" CHECK VALVES 2 EA $92.53 $185.07
2" BALL VALVES 2 EA $30.36 $60.71
2" GALV PIPE 60 LF $1.86 $111.54
2" UNION 2 EA $6.50 $13.00
2" 90 DEGREE 8 EA $178 $30.26
AL W
112" PULSATION DAMPNER 2 EA $69.03 $138.06
1/2" PRESSURE RED VALVE 2 EA $47.85 $95.71
1/2" PRESSURE REG VALVE 2 EA $0.00 $0.00
1/2" BALL CHECK VALVES 2 EA $16.56 $33.12
1/2" PVC SCH 80 200 LF $0.17 $33.80
PRESSURE GAGE W/ DIAPHRAM SEALS 2 EA $458.58 $91715
1" UNIONS 10 EA $3.13 $31.33
1" PVC SCH 80 200 LF $0.35 $70.20
1" BALL VALVES 10 EA $22.59 $225.94
CALIBRATION CHAMBERS 2 EA $0.00 $0.00
1 112" BALL VALVE 10 EA $37.51 $375.05
2" BALL VALVE 6 EA $49.28 $295.70
2" WYE STRAINER 2 EA $120.64 $241.28
2" BALL CHECK VALVES 2 EA $91.59 $183.17
2" FLANGES 4 EA $5.29 $21.16
1" NEDDLE VALVES 6 EA $238.73 $1,432.39
1 112" ROTOMETER 1 EA $0.00 $0.00
1 1/2" CU TYPE L 200 LF $2.39 $478.40
1 1/2" PRV 1 EA $241.92 $241.92
1 112" SOLI NODE VALVE 1 EA $425.10 $425.10
3" SCH 80 PVC 400 LF $1.63 $650.00
1" SCH 80 PVC 400 LF $0.35 $140.40
2" UNIONS 6 EA $9.53 157.17
2" DIAPHRAM VALVE 10 EA $500.50 $5,005.00
CHEM
51.2
1" SCH 80 PVC 1000 LF $0.35 $351.00
1 112" SCH 80 PVC 1000 LF $0.57 $572.00
1" SCH 80 PVC 1000 LF $0.35 $351.00
1" 90 DEGREE 50 EA $1.20 $59.80
1 112" 90 DEGREE 50 EA $1.72 $85.80
ill MTAD 50 EA $2.35 $117.65
1 1/2" MTAD 50 EA $3.94 $196.95
1" UNIONS 50 EA $3.13 $156.65
DIP TANKS
2" SCH 40 SS 400 LF $7.07 $2,828.80
2" FL 16 EA $27.51 $440.13
2" SS NBG 16 EA $5.06 $80.91
2" THIRD 90 DEGREE 20 EA $7.38 $147.68
2" UNION 10 EA $28.54 $285.35
AIR
1/2" SS TUBING 1000 LF $2.78 $2,782.00
1" SS TUBING 1000 LF $5.59 $5,590.00
1/4" SS TUBING 1000 LF $1.55 $1,547.00
1" SS COMPRESSON COUPLERS 100 EA $47.68 $4,768.40
112" SS COMPRESSON COUPLERS 100 EA $16.95 $1,695.20
VACUUM PUMPS
1/2" SCH 40 SS THRD 600 LF $2.05 $1,232.40
112" SCH 40 SS TEE 12 EA $2.98 $35.72
1/2" SCH 40 SS 90 DEGREE 12 EA $1.99 $23.87
2" SCH 10 SS TUBING 1000 LF $5-24 $5,239.00
2" x 11i4" RED 6 EA $11-38 $68.25
2" COUPLERS 50 EA $8.32 $416.00
2" TEE 20 EA $9.59 $191.88
1/4" SCH 40 316L SS 200 LF $1.40 $280.80
AI UM TANK
3" SCH 80 PVC 200 LF $1.63 $325.00
3" VANSTONE 6 EA $9.04 $54.21
3" 90 DEGREE 10 PA $5.46 $54.60
3" QUICK LUNN W/ CAP 2 EA $49.48 $98.96
3" DIAPHRAM VALVES 4 EA $868.40 $3,473.60
2" SCH 80 PVC 100 LF $0,79 $79.30
2" 6 EA $5.29 $31.75
GAL OF GLUE/ 5 EA $47.78 $238.88
TOTAL; $237,189.15
■■>pr-02-O1 02:30P RB FAB 0 OR 503-638-o5o6 P_01 OEM
loo
►1_ _ ll~I= Iii.
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Attachmont "A"
Estimate t#: 2001-040281
Project Name: City of Ashlond Tertiary Treatment Plant
Date: April 2, 2001
Item Description Unit Price
1 - Lot 6", 8", $ 12" welded steel air piping
From the 6" flange connections to the blowers, increasing to 8", then
going through the 12" headers- Then the 12" piping to the filters and
stopping with the 8" flanged e1190 connections to other piping-
Ref. Sheets M-26,M-27, & M-28
Notes:
Welded steel PIPe per C200/A53 STD. WT.
'
Flanges per C207 CL.D
Bolts and nuts per A307 Galvanized
NO Lining
Prime coated with a High Temp Epoxy
4" welded steel air piping
From outlet connection off 12" piping, coming up through the floor, and
stopping with four 4" flanged e1190's turned down.
Lump Sum..._$ S2/100
FOB Jobsite
X
Estimator: Brad Goode
475 5W Borland Rd. West Linn, OR 97068 (503) 638-8827 " (503) 638-0506 Fax (R:PP--7 nTn 17, nrrTrr..r
Apr1-02-01 01:48P RB FAB 0 OR 5o3-638-0506 P-01
r - I I I
0 Il
INC.
April 2. 2001 Estm # 2001-040281
Attn: Estimating Dept. Project: City of Ashland Tertiary Treatment Plant
Gentlemen:
We are pleased for the opportunity to quote you on furnishing all labor, materials,
services, and equipment required to shop fabricate the welded steel pipe and fittings
with specified shop linings and coatings as hereinafter described in Attachment "A".
This scope. the General Terms and Conditions, and all attachments, shall become
part of our contract should our proposal be accepted. Included in our proposal is the
preparation of engineered assembly drawings, manifolds, reducers, wyes, outlets,
threaded-outlets, elbows, steel rings and flange bolt-ups and couplings at mating
connections.
Specifically excluded (unless specifically described hereinafter) but not limited to
' are all: Field Finish painf, pumps, valves, metering devices, pipe supports (unless shop
welded to pipe). gouges, tanks, vents. wall sleeves, pipe and fittings other than steel,
gates, anchor bolts, expansion joints, insulating devices, cathodic protection, and flange
bolt-ups and couplings required for the installation of pumps, valves, equipment and
other items furnished by others.
We trust you will find our proposal attractive, and we would like the pleasure of
serving your needs.
Sincerely,
Brad Goode
RE FAB INC.
BS:cg
Enclosures: Attachment "A"- Items of Sale
Attachment "B"- Terms and Conditions
475 SW Borland Rd. West Linn, OR 97068 (503) 638-5827 ' (503) 638-0506 Fax
RECEI'•"ED TIME PPR. 2. 2: Rapi'll PRINT TIME nPR. 2. Z: 02PM
- - I
CONS R . C
June 29, 2001 Letter # 228-200-513
Mr. Paul Schuler
Carollo Engineers
5100 S-W. MacAdam Ave.
Portland Or. 97201.
-Re: City of Ashland WWTP Improvements .
Filtration Building Divisioif 15 Dordestic Plumbing
Dear Paul:
We have finalized our pricing for Plumbing of the above-mentioned project. McLaughlin
Plumbing-has performed the-under slab work for the attached quotation. Modern
Plumbing will complete the project on not.~o exceed price structure. If they are!'able to
complete their scope under budget these f- rods will be credited back to the Owner in a
deductive change order.
Please review the attached quotations detailing the different-scopes. The subcontractor
package totals $24,690, with our 5% OH&P added it brings the total to $25,924. We look
forward to finalizing this RFP and moving ahead.with the project. Please don't1esitate.
to contact us if we can be of further assistance..
Sincerely
Greg Huston /
Project Manager
P.O. Box 625
Stayton, Orogon 97363
(503) 769-1969 .
Fax: (503 769-4525
OR
- ~z6S_
4.......JUN-27`01 WED 14:40 I D _ MODERN PUUMB I NB TEL NO - 503-'773-2043 4316 Pol............
I[:kf'R IN I I rC39t'. IT,1(;FS (54 1) 77(t E7 CA
Modern _
P. u I h 4esldenllel tomme►clal Remodeling • NcaUtig PKOPOSAL
317 East Jackson P?O, (fox 338 AND
Medror'd, Oregon 97501 CONTRACT
(541) 773-5366 Fax (541) 773-2043
1` U('OSnL SUeMllltn TO PH()WF b."t
Sl~syden Construction Inc. 503-769-1969 6-27-01
zs-
P..0. Bo;: 625 Ashaand Waste water Treatment Plant
_....w.....
alY, sin(€ AiJi; r r ~ti~' ~bo iocti25N.,....
Stayton, OR. 97363 1295 Oak 5t. Ashland, OR. -
We hereby subnd( spucllicatlona and eclirr)ale, ror;
Ne,w l -umbing. for RPstroo7~ on second floor wiLb the tollowin scope of work:
- -
i, All waste _an-ci vent._...~_or .toilet_, _Lavr, and..__floor drains
~p.P:i.~~~..~.~.._..,..._
M-33. A..._11_p )pe and f it
a_.ik.~n.._....- -
_ -_--...tfi~~la.....~ hv ~
no hub (S.S-) sewe.r......pi >itig_only . No (D.).......lp.lp_ nS_.__.._......_ _
,
- onl all i ink t ' e I, cp ter.
2. TDouiestic cold Water to Restrpotn
V__....,x,.~_ p....... kJ~._,,................_ PL_-._.
No oLhpr water piping but for unisex Restroont,
nstiXal zon of all hot and cold water with fiberc].ass Insulation( byT
P--2 Tnsultion.
- - - - - - -
4. Add for water heater for Rest room only,~Eleet 10 Gal: (not shovi!)
- - - - -
Tota] not to exceed:
WC NOpose hereby to furnish materlal and labor-complete to accordance with above sgacf►icatiotls, tot the sum of:
11600.00
Progress billing on 25th of each month and du.e 101-31
dollars (g
Ptti~n~el~7 to M madn ~e Inllt~e'. ,
following. Net upa►'t C°o:r(pletian.
mAllanmnaler earial 1v dccordlntl3rAnieed to be os 9pecillad. All work to be t~m ? In a workmanlike Authorizod
fl 11D pro cilrns. MY Ulter411on or dovlaflon from shove 9pbClnca- $i(J, na1UfB---...---_-.. W ----....._........v.
standard r
lions irlvomou rixt,a com will be a■eculed only Oun wrlltph ordora;. and will become on
uxUe tharge over and Abmv Iho ottimale, All F1grOonlenle contingent upon ctdkss. acct. Note: TMs prooossf may be
dan(e or dolayg beyond ol,rconlrtsl, Owner to terry tire, tornado and other necgssaty Insvr- willidmwn by Us 11 not acc eplod willlln day9.
srM.o, y~ VUf dotkml6 kra lully odvared by Wotkmerie Cormr.AllFalinn Inturinoa.
A*cce(7taTICS Of prOpOS81....The nhovo Prices, sneciflcarlons end con-
dillon5 are sal]slE aOoTT and are hereby accepted. You ere Huthorlied In do the Signature-
work as specified. Poymhnr will be made, es ovltined Abovo-
°'r" °RECEIVED TIME JUN,27. 2;15PM Pinn"°PRINT TIME JUN. 27. 2=17PM
n I-
06/29 01 FRI 03:32 F_U 15414884040 S1RTden-Aeblanrl r'1VTF 31~?den oYPic:± [~jo02
SENT'8Yc MCLAUGHLIN PLUIMING SA19301756; SAAR-21-01 17:01; PAGE {f1
;o.' sLAY~EPJ AT: i a1~ee~aafl
McLaughlin Plumbing & Heating Co. Inc.
Mechanical Contractors
OR 0057 84 CA*2101 8 -1~II3E/WBEa~9 ~i
Pt) BOX 340 Medford, OR 97501-0023
CSr}1) 830-1755 - FAX (541) 930-1756
Slayden Construction, Inc. 21 March 2001
PQ Box 625
Stayton, OR 97383
Attn; Zack Secrest
Project; Ashland WWTP - Ashland, OR - Project NO. 205-15899
Tertiary Treatment Building
GerRiernen:
Listed below is oue budga price lo furnlsh and InsLall the underground soil pipe floor drain
system as outlined ckn Plan Sheet M-26.
We Include:
Z Soil Piped end Fittings
2- Floor Drains
3. Floor Cleanouts
4. Testing
5. Link Seal cans and links at sump pit.
6. Soil lines and primmer lines required t0 be above besement slab will be Installed aT
8" above finish slab.
Iota l......,.._....... .............$~.,~,4g0.OQ
We Exclude:
1. FeeS, FeMiLE and SySttm D~velop-nPnt Chi3rge9
2. Excavation, bolding and back-PH
3, Concrete encasemerrt of soil lines.
NOTE: We will require dimensional laXout of floor drains before starting excavation-
If you have any questions pertelrling to the budget please call Dick McLaughlin,
Yours truly,
aughlin Plumbing & Heating Co InG_
Marie C. McLaughlin
F'reslCienL/CEO
.
I)
car LL~ rdiralvrl in rrPnlir o,
e Il G 1 rl e e r s rc~pnn.eirr, ryrmlilt/.tnlniinn.e
(ol.111osr NW .scrvc.
August 27, 2001
W. 0. 4411 B.30
Slayden Construction, Inc.
P.O. Box 625
Stayton, Oregon 97383
Attention: Zack Secrest, Superintendent/Project Engineer
Re: City of Ashland
WWTP Process Improvements
Request for Proposal RFP-248
Membrane Filter Building - HVAC
Our letter of August 8 requested inclusion of slightly more HVAC ducting in the Lower Level
of the Membrane Filter Building; today we received the proposed additional costs for this
work by your subcontractor. These additional costs are acceptable and will be added to the
costs shown in your letter of July 19, 2001, as follows:
Costs in July 19 letter (discussed at July 20 meeting) $106,353.
Additional costs for duct extension 1,991.
Total HVAC Costs $108,344.
This revised total amount will be included in a forthcoming change order as an increase in
Contract Price.
Please contact us if you have any questions.
Very truly yours,
CAROLLO ENGINEERS, P.C.
04V?0~a
Peter C. Williams, P.E.
Enclosure
cc: ~hland - Paula Brown (w/ enclosure)
Carollo - Portland (w/ enclosure)
ASHLAND WWTP 1295 OAK STREET ASHLAND. OREGON 97520 541-488-4339 fax: 541-488-4379
AUC 13 01 04:00p smith air & metal 541 899 7491 p l
i
SMITH AIR ~ METAL
P.O. I iOX 1655
363 C A G1 LCH RD.
JACKSO VU LE OR 91530
Phone 541 899-7491
F"!;fF- ~t
I
I
SLAYDEN CONST. AUG 2 7 2001 j 8 113/01
GAROLLO ENGINEER'S iE
ASHLAND WWTP FIELD OFFICE
I
EXTEND SUPPLY DUCT MEMBRANE FILTER BUIt1 ING
BASEMENT.
K.F.P. 248
LABOR $ 630
SUPPOR'T'S & HARDWARE $ 775
ALUMINUM $ 336
II
IE
TOTAL $ 1,896.00 1
I
9V. Irb
Ma.rkuP 990.80 ,5ar ; 4.~l.
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PAGE 1 / 2
CITY OF ASHLAND
- 20 E MAIN ST. DPO NUMBER
ry ASHLAND, OR 97520 E 01391
(541) 488-5300
OREGON.
VENDOR: 000134 SHIP TO: Ashland Public Works
SLAYDEN CONSTRUCTION, INC (541) 488-5587
P O BOX 625 27-1/2 N MAIN STREET
SLAYTON, OR 97383 ASHLAND, OR 97520
FOB Point: Req. No.:
Terms: Net 30 days Dept.: PUBLIC WORKS
Req. Del. Date: 9/1/98 Contact: Paula Brown
Special Inst: Confirming? No
Quantity Unit Description Unit Price Ext. Price
THIS IS A REVISED PURCHASE ORDER
WWTP Improvements- PO 00083 1,501,556.95
$3,693.835.45-- Paid partial
$316,753.80 & Closed - PO 00321
$4,220,423.30- Paid $4,244,722.65
& Closed- PO 01391 issued for balance
of project including change orders
and payments - Balance of project as of
10-19-2000- $1,501,556.95-
Balance includes Change Orders 1-31
Change Orders 32 - 44- 166,898.00
Per Requsition dated 04/02/2001
Revised purchase order June 13, 2001 12,717.00
Change Order 45-
Credit Haz Waste Removal-
New Sample Pumps
Revised purchase order June 13, 2001 515,686.00
Change Order 46-
Membrane Facility - General Conditions
Revised purchase order June 28, 2001 100,
Change Order 47-
Membrane Filter Bldg-
Zenon Coordination
~I Revised purchase order August 23, 2001 1,457,115 .00
Change Order 48--
Membrane Filter Bldg j
Division 2,3,4, and 5
I
SUBTOTAL
BILL TO: Account Payable TAX
20 EAST MAIN ST FREIGHT
541-552-2010 TOTAL
ASHLAND, OR 97520
Account Number Amount Account Number Amount
E 675.08.30.00.704200 3,718,064.51
VENDOR COPY
_ orized oig-afu e
PAGE 2 / 2
OF ASy a
CITY OF ASHLAND
- 20 E MAIN ST. DATE PO NUMBER
_ ASHLAND, OR 97520 7/1/01 01391
tQ~ ' ry
(541) 488-5300
,0REGG~
VENDOR: 000134 SHIP TO: Ashland Public Works
SLAYDEN CONSTRUCTION, INC (541) 488-5587
P O BOX 625 27-1/2 N MAIN STREET
SLAYTON, OR 97383 ASHLAND, OR 97520
FOB Point: Req. No.:
Terms: Net 30 days Dept.: PUBLIC WORKS
Req. Del. Date: 9/1/98 Contact: Paula Brown
Special Inst: Confirming? No
r Quantity Unit Description Unit Price Ext. Price
Revised purchase order August 2} 2001-- 1,001,077.44
FY change over not complete-
Required payment processed w/o po
Revised purchase order Sept 13, 2001-- 47,090.00
Change Order #49--
Membrane Filter Bldg Bridge Crane
Revised purchase order Sept 13, 2001 14,325.00
Change Order #50-
Misc Ops Bldg and Process-
Completions
Revised purchase order Sept 13, 2001 929,188.00
Change Order #51--
Membrane filter Bldg-
HVAC and Div 15
~I
I~
SUBTOTAL 3,718,064.51
BILL TO: Account Payable TAX 0.00
20 EAST MAIN ST FREIGHT 0.00
541-552-2010 TOTAL 3,718,064.51
ASHLAND, OR 97520
Account Number Amount Account Number Amount
VENDOR COPY
orizec 5igr aU e
r,
CAROLLO ENGINEERS, P.C. Project No. 4411 B30
CONTRACT CHANGE ORDER NO. 52
OWNER: City of Ashland, Oregon PROJECT: Wastewater Treatment Plant
Process Improvements &
Membrane Filtration
SRF # 11750
CONTRACTOR: Slayden Construction, Inc. ENGINEER: Carollo Engineers, P.C.
The following changes, additions to or deletions from the work described in the Contract
Documents are hereby authorized:
Item Description Cost Time
No. See attachment dollars (days)_
1 RFP-264 Membrane Filter Building - Divisions 6,7,8 and 9 280,037.00 -0-
Original Contract Amount $12,374,000.00
Net Change by Previous Change Orders 6,635,036.00
Contract Amount prior to this Change Order 19,009,036.00
Net Change due to this Change Order 280,037.00
New Contract Amount $19,289,073.00
The Contract Time is (unchanged) by -0- calendar days. The Contract completion
date will be June 15, 2002.
The amounts indicated above shall be compensation in full for the work described and shall include all costs,
direct and indirect, including extended overhead.
Accepted by Date:
(Contractor)
Recommended by: Date: 09 ~9-O[
(Engineer)
ae
Approved by: X /i Date: r
ity)
1
CONTRACT CHANGE ORDER NO. 52
City of Ashland WWTP
Process Improvements & Membrane Filtration
SRF # 11750
Description of Items in Change Order
1. RFP-264 Membrane Filter Building - Divisions 6 7 8 and 9. During the past year, there
were discussions of the need to provide effluent filtration and phosphorous removal facilities
for the wastewater treatment plant. Pilot testing took place in the fall of 2000 and design of
the membrane filtration facilities commenced. The City decided to proceed with
construction of these facilities on a fast-track basis to meet the State-mandated operational
completion date of May 1, 2002. This will be accomplished utilizing a series of change
orders so that construction can proceed on portions of the Work while design is completed.
This RFP is established to cover work under Specification Divisions 6 (Wood, Carpentry &
Plastic), 7 (Insulation, Roofing, Siding, Sealants), 8 (Doors, Windows, Hardware & Glazing)
and 9 (Finishes). Under Division 6, work consists primarily of rough carpentry for wood stud
walls and the ceiling structure for the Electrical Room, Office and Blower Room. Under
Division 7, work includes waterproofing and insulation (rigid and Batt), the standing seam
sheet metal roof, metal siding and soffits. Division 8 work includes doors and frames,
coiling doors, windows, glass and glazing, hardware and skylights. Division 9 work includes
gypsum board, resilient base, resilient sheet flooring, metal faced acoustical panels, and
paints and high performance coatings (but not including the underside of the roof decking) .
A series of cost proposals were provided to the Engineer for review. The Engineer
contracted with an independent cost estimating firm to review these proposals for price
evaluation. Costs were discussed at a negotiating meeting on July 20 and at the Monthly
Progress meeting on August 23, 2001; the Contractor and the Engineer agreed in resulting
total costs of $280,037.00 for work under these four Specification Divisions. In a
subsequent letter of August 27, 2001, the Engineer reiterated the agreement and indicated
that the total negotiated amount would be included in a forthcoming change order.
2
y PAGE 1 /2
F ASy~ _ --s
CITY OF ASHLAND
20 E MAIN ST. DATE PO NUMBER
ASHLAND, OR 97520 07/01/2001 01391
o (541) 488-5300
REGO
VENDOR: 000134 SHIP TO: Ashland Public Works
SLAYDEN CONSTRUCTION, INC (541) 488-5587
P O BOX 625 27-1/2 N MAIN STREET
SLAYTON, OR 97383 ASHLAND, OR 97520
FOB Point: Req. No.:
Terms: Net 30 days Dept.: PUBLIC WORKS
Req. Del. Date: 09/01/1998 Contact: Paula Brown
Special Inst: Confirming? NO
Quantity Unit Description Unit Price Ext. Price
THIS IS A REVISED PURCHASE ORDER
WWTP Improvements 1,501,556.95
$3,693.835.45
$316,753.80 & Closed
$4,220,423.30
& Closed
of project including change orders
and payments
10-19-2000
Balance includes Change Orders 1-31
Change Orders 32 - 44 166,898.00
Per Requsition dated 04/02/2001
Revised purchase order June 13, 2001 12,717.00
Change Order 45
Credit Haz Waste Removal
New Sample Pumps
Revised purchase order June 13, 2001 515,686.00
Change Order 46
Membrane Facility - General Conditions
Revised purchase order June 28, 2001 100,000.00
Change Order 47
Membrane Filter Bldg
Zenon Coordination
Revised purchase order August 23, 2001 1,457,115.00
Change Order 48
Membrane Filter Bldg
Division 2,3,4, and 5
SUBTOTAL
BILL TO: Account Payable TAX
20 EAST MAIN ST FREIGHT
541-552-2010 TOTAL
ASHLAND, OR 97520
Account Number Amount Account Number Amount
E 675.08.30.00.704200 3,998,101.51
Authorized Signature VENDOR COPY
y° pF1ASPAGE 2 / 2
CITY OF ASHLAND
20 E MAIN ST. DATE PO NUMBER
' ASHLAND, OR 97520 07/01/2001 01391
a (541) 488-5300
OREGON.
VENDOR: 000134 SHIP TO: Ashland Public Works
SLAYDEN CONSTRUCTION, INC (541) 488-5587
P O BOX 625 27-1/2 N MAIN STREET
SLAYTON, OR 97383 ASHLAND, OR 97520
FOB Point: Req. No.:
Terms: Net 30 days Dept.: PUBLIC WORKS
Req. Del. Date: 09/01/1998 Contact: Paula Brown
Special Inst: Confirming? NO
Quantity Unit Description Unit Price Ext. Price
Revised purchase order August 23, 2001 1,001,077.44
FY change over not complete
Required payment processed w/o po
Revised purchase order Sept 13, 2001 47,090.00
Change Order #49
Membrane Filter Bldg - Bridge Crane
Revised purchase order Sept 13, 2001 14,325.00
Change Order #50
Misc Ops Bldg and Process
Completions
Revised purchase order Sept 13, 2001 929,188.00
Change Order #51
Membrane filter Bldg
HVAC and Div 15
Revised Purchase Order 10/09/2001 280,037.00
Change Order #52
Membrane Filter Bldg -
Division 6,7,8, and 9
I
I
SUBTOTAL 3.998.101.51
BILL TO: Account Payable TAX 0.00
20 EAST MAIN ST FREIGHT 0.00
541-552-2010 TOTAL 3,998,101.51
ASHLAND, OR 97520
Account Number Amount Account Number Amount
horized Signature VENDOR COPY
CITY OF
ASHLAND
REQUISITION
No. PW276A - 2002
Department PW - WWTP Construction Date October 3, 2001
Vendor Slayden Construction, Inc Requested Delivery Date current
PO Box 625 Deliver To Paula Brown
Stayton, OR 97383 Via PAULA BROWN
Account No. 675 . 08 . 30 . 00 . 704200 Note: Please allow approximately two(2) weeks for delivery on items not
generally caried in stored, and approximately two (2) months on printing jobs.)
Item No. Quantity Change Description Use of Purchasing Office Only
date signed Order No. Unit Price Total Price PO No.
08/12/98 1 original On-site Process Improvements - ox ditch, u/v, $12,374,000 00083
varies 1-19 Changes per Feb 29, 2000 Requisition $2,780,073 prior
varies 20-29 Changes per Aug 15, 2000 Requisition $461,219 prior 01391
varies 30-44 Changes per Apr 2, 2001 Requisition $343,067 prior 01391
04/24/01 45-46 Changes per Jun 11, 2001 Requisition $502,969 prior 01391
06/21/01 47 Membrane Filter Bldg - Zenon Coordination $100,000 prior 01391
07/30/01 48 Membrane Filter Bldg - Div 2, 3, 4, and 5 $1,457,115 prior 01391
08/20/01 49 Membrane Filter Bldg - Bridge Crane $47,090 prior 01391
09/04/01 50 Misc Ops Bldg and Process Completions $14,325 prior 01391
09/04/01 51 Membrane Filter Bldg - HVAC and Div 15 $929,188 prior 01391
09/28/01 52 Membrane Filter Bldg - Div 6, 7, 8, and 9 $280,037 new
NEW TOTAL $ 19,289,083
Job No. t hereby certify that the above items are necessary for the operation
of this department and are budgeted
Department Head or Authorized Person
Issued By Date Received By
for Kari:
BID /RFP / EXEMPT: exempt change orders
Contract Start Date: 01-Sep-98
Contract Completion Date: 02-Jun-02
Insurance on file: Yes / No / Not Required
Project No: n/a
ORIGINAL