HomeMy WebLinkAboutITEM V-C-2
CITY OF
CITY OF
AGENDA BILL APPROVAL FORM
WASHINGTON
Agenda Subject: Date: January 26, 2011
Final Pa Estimate No. 5 to Contract 09-04
Department: Attachments: Budget Status Sheet, Budget Impact:
Public Works Final Pa Estimate No. 5 and Ma $ 0.00
Administrative Recommendation:
City Council approve Final Pay Estimate No. 5 Contract 09-04 in the amount of $1,026.18, for a total
contract price of $704,001.83, with SCI Infrastructure, LLC and accept construction of Project No.
CP0819, Peasley Canyon Road Culvert Replacement.
Background Summary:
This project replaced the existing 60-inch and 30-inch culverts under Peasley Canyon Rd for the Mill
Creek crossing with a 20-foot wide x 5-foot tall pre-cast box culvert. This work also included the
construction of wingwalls and headwalls for the culvert, replacement of the 18-inch culvert pipe from the
wetland just south of Mill Creek with a 24-inch pipe, stream realignment approximately 200 feet above
and below the box, reconstruction of the road approximately 150 to the north and extending 300 feet
south of the culvert, and replacement of the existing guardrail.
A project budget contingency of $152,808 remains in the 432 fund.
W0207-4
04.8.1 CP0819
Reviewed by Council & Committees: Reviewed by Departments & Divisions:
❑ Arts Commission COUNCIL COMMITTEES: ❑ Building ❑ M&O
❑ Airport ❑ Finance ❑ Cemetery ❑ Mayor
❑ Hearing Examiner ❑ Municipal Serv. ❑ Finance ❑ Parks
❑ Human Services ❑ Planning & CD ❑ Fire ❑ Planning
❑ Park Board ®Public Works ❑ Legal ❑ Police
❑ Planning Comm. ❑ Other ® Public Works ❑ Human Resources
Action:
Committee Approval: ❑Yes ❑No
Council Approval: ❑Yes ❑No Call for Public Hearing
Referred to Until
Tabled Until
Councilmember: Wa ner Staff: Dowd
Meeting Date: February 7, 2011 Item Number: V.C.2
AUBURN* MORE THAN YOU IMAGINED
BUDGET STATUS SHEET
Project No: CP0819 Project Title: Peasley Canyon Rd Culvert Crossing
Project Manager: Robert Lee
O Project Initiation
Initiation Date: 12/15/2008 Q Permision to Advertise Date: January 26.2011
Advertisement Date: 6/8/2010 Q Contract Award
Award Date: 6/25/2010 0 Change Order Approval
Contract Final Acceptance
The "Future Years" column indicates the projected amount to be requested in future budgets.
Funds Bud eted Funds Available
Funding Prior Years 2009 2010 Future Years Total
432 Fund - Storm Drainage 2,324 274,834 750,000 0 1,027,158
432 Fund - USFWS Grant 0 0 89,731 0 89,731
432 Fund - King County Flood Control
District Sub Regional Oppurtunity Fund 0 0 211,441 0 211,441
Total 2,324 274,834 1,051,172 0 1,328,330
Estimated Cost Funds Needed
Activity Prior Years 2009 2010 Future Years Total
Design Engineering - City Costs 1,123 28,726 16,837 0 46,686
Design Engineering - Consultant Costs 0 197,988 83,858 0 281,846
Construction Contract Bid 0 0 673,807 0 673,807
Line Item Changes 0 0 30,195 0 30,195
Other- Temporary Repairs 1,201 48,119 52,477 0 101,798
Construction Engineering - City Costs 0 0 37,614 0 37,614
Total 2,324 274,834 894,789 0 1,171,946
432 Storm Drainage Bud et Status
Prior Years 2009 2010 Future Years Total
'432 Funds Budgeted (2,324) (274,834) (1,051,172) 0 (1,328,330)
432 Funds Needed 2,324 274,834 894,789 0 1,171,946
•432 Fund Project Contingency (0) (0) 156,383 0 156,384
432 Funds Required 0 0 0 0 0
in the Budget Status Sections indicates Money the City has available.
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H:\PROJ\CP0819 Peasley Canyon Rd Culvert Crossing\Budget\CP0819 BudgetStatusSheet.xls 1 of 1
CITY OF AUBURN CO. NO. 09-04
CP0819 Peasley Canyon Road Culvert Replacement
PAY ESTIMATE #5 & FINAL SCHEDULE A: Storm Utility Improvements
ITEM I I ESTIMATE ;1 TOTAL ! PERIOD i UNIT I PERCENT EST.
NO. ,ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY ; TYPE UNIT COST TOTAL COST PERIOD COST
QTY.
1 IMinor anges _ f 1 I 0.95 0.118199; Eq. Adj. 1 10,000.00 $ 9,523.43 i $ 1,181.99 95%
2 (Utility Pot oling 3 0 ! EA 450.00 $ - $ 0%
3 SPCC
1 0 Eq.'Adj.1 2,500.00 $ - $
4 Mobilization _ 1 f~11 ! LS 50,000.00 $ 50,000.00 $ - 100%
5 Construction Site Sign(s) 1 1 I -~_EA i 500.00 $ 500.00 $ 100%
6 Traffic Control Supervisor 1 I 1 T LS 15,500.00 $ 15,500.00 $ - 100% '
7 Traffic Control Labor (Min. Bid $34.00 per hour) 960 ✓ 479 - - --HR 34.00 $ 16,286.00 $ Sp%
8 Construction Signs, Class A 220 r 356 SF 10.00 $ 3,560.00 $ 162%
9 Sequential Arrow Sign 28 27 r DAY i 35.00 $ 945.00 $ 96%
10 Portable Changeable Message Sign 51 87 DAY 35.00 $ 3,045.00 $ - 171%
11 Clearing and Grubbing _ 1 1 LS 13,000.00 $ 13,000.00 $ _ - 100%
12 Removal of Structures and Obstructions 1 1 LS 20,000.00 $ 20,000.00 $ - 100%
13 Removal of Steel Plating 1 1 LS 1,500.00 $ 1,500.00 $ - 100%
14 Roadway Excavation Including Haul 700 850 -10 CY 20.00 $ 17,000.00 $ (200.00) 121%
15 Unsuitable Foundation Excavation Including Haul 20 528 CY 16.00 $ 8,448.00 $ 2640%
16 Select Borrow Including Haul 1600 1156.81 TON 12.00 $ 13,881.72 $ 72%
17 Channel and Ditch Excavation Including Haul 580 912 CY 12.50 $ 11,400.00 $ - 157%
18 Bentonite Amended Soil 20 20 CY 100.00 $ 2,000.00 $ - 100%
19 Shoring and Extra Excavation Class.A 1 1 LS 2,500.00 $ 2,500.00 $ - 100%
r2- Shoring a~ Extra Excavation Class B 550 560 SF 1.00 $ 560.00 $ 102%
Drainage Geotexti a 390 408 LF 2.75 $ 1,122.00 $ 105%
Stabilization Geotextile 925 1037 SY 2.50 $ 2,592.50 $ 12%
Geogrid 920 1064 SY 4.00 $ 4,256.00 $ 116%
Uniaxial Geogn 50 23 SY 4.00 $ 92.00 $ 46%
Crushed Surfacing Top Course 350 574.48 TON 15.80 $ 9,076.78 $ 1649/6
26 Crushed Surfacing Base Course 400 855.08 TON 17.00 $ 14,536.36 $ - 214%
27 Ballast for Foundation 380 563.39 TON 20.00 $ 11,267.80 $ - 148%
28 Bal ast 20 0 TON 20.00 $ - $ - 0%
29 Shoulder Ballast 60 97.13 TON 20.00 $ 1,942.60 $ - 162%
30 HM Class B Modified 525 739.14 TON 72.00 $ 53,218.08 $ - 141%
31 HMA Class E 525 562.76 TON 68.00 $ 38,267.68 $ - 107%
32 Asphalt Cold Patch Mix 5 7.52 TON 100.00 $ 752.00 $ - 150%
33 Box Culvert, Complete 1 _ 1 LS 185,000.00 $ 185,000.00 $ - 100%
34 Headwalls, Complete 1 1 LS 5,500.00 $ 5,500.00 $ - 100%
35 Wingwalls, Complete _ 1 1 LS 5,000.00 $ 5,000.00 $ - 100%
36 Precast Concrete Barrier Type 2 75 75 CF 60.00 $ 4,500.00 $ 100%
37 Drain Pipe 64nch Diam. _420 418 LF 18.00 $ 7,524.00 $ 100%
E4o Gravel Back i I for Drains 45 _ 0 CY 26.00 $ - $ 0%
High Density Polyethylene Pipe (HDPE), 24 inch Diam. 80 80 _ LF 130.00 $ 10,400.00 $ 100%
Storm Sewer Television Inspection I 80 01 LF 5.00 $ - $
SCHEDULE SUBTOTAL $ 981.99
Period Dates
Begin: Nov. 21, 2010
End: Dec. 20, 2010
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CITY OF AUBURN CO. NO. 09-04
CP0819 Peasley Canyon Road Culvert Replacement
PAY ESTIMATE #5 & FINAL SCHEDULE A: Storm Utility Improvements
ESTIMATE TOTAL ~ PERIOD I UNIT - PERCENT EST.
ITEM I UNIT COSTI ! TOTAL COST PERIOD COST Qn
NO. ITEM DESCRIPTION QUANTITY QUANTITY i QUANTITY TYPE 100%
1 1 j LS" 4,200.00 $ 4,200.00 $ _
.41 au 46.59 TON 20.00 $ 931.80 $ 93%
42 Gravel BadcfilI for Pipe Zone Bedding 50 - 1 LS 675-0O-.O-07T-------6 ,500.00 $ 100%
43 Temporary Water Pollution/Erosion Control
2.001 $ 870.00 $ 140%
44 Hydroseeding with Bonded Fiber Matrix 310 435 SY 103%
45 Erosion Contro Matt ng (Coir Fabric) 980 1005. SY 3.90 j $ 3,919.50 $ - -
170 180 LF 9.00 $ 1,620.00 $ 106%
46 Eoir og, 170 180 LF 11.00 1 $ 1,980.00 $ - 106%
47 Fascines 135 CY 35.00 $ 4,725.00 $ - 123%
48- Compost 110
70 EA' 4.25 $ 297.50 $ 100%
.49 PSIPE SalbcSoulenana (Scouler's Willow), 1 inch Diam. 70 70 4.25 $ 297.50 . $ - 100%
50: PSIPE Salix Sitchensis (Sitka Willow), 1 inch Diam. 70 9.25 j $ 416.25 $ - 107% I
51 PSIPE Rosa Nutkana (Nootka Rose), 1 Gal. 42 45 -
45 EA 9.25T$ $ 416:25 $ 107%
52 PSIPE Corinus Stolonifera.(Red-0sier ogwood), Ga . 42
42 45 EA 9.25 ' $ 416.25 $ - 107%
53. PSIPE Symphoricarpos Alba (Snowberry);-1 al. 9.25 I " 1,156.25 $ - 100%
54 PSIPE Rubus Parviflorus k im leberry , 1 Gal. 125 125.. 9 25 $ 1,156 25 $ - 100%
55 PSIPE Sambucus Racemosa (Red. Iderbeny), 1 Gal. 125 .125 EA 30.00 i $ 120.00 $ 100%
56. PSIPE seudotsuga Menziesii (Douglas Fir),"5 Gal. 4 _ 100%
.00 $ 120.00 $ .
4 q EA
57 PSIPE Aces Macrophylum (Big Leaf Maple), 5 at. 30
36 EA 2.60 ; $ 93.60 $ 100%
58 PSIPE Scirpus Microcarpus (Small-Fruited Bulrush); 10 inc plug 36 36 EA 2.60 ' $ 93.60 $ - 100%
59 PSIPE Carex bnupta (Slough Sedge), 10 inc p ug 36 _ 100%
. .
60 PSIPE Carex Stipata (Sawbeak Se ge),.10. inch plug 36 35 EA 2.60 $ 93.60 $ - 36 EA 2.60 i $ ; 93.60 $ - 100%
61 PSIPE Eleoc axis I alusins (Common Spikerush),;10 inch plug 36-
50 EA 2.60 j $ 130.00 $ 139%
62 SIPE ( yceria randis (Reed Mannagrass), 10 inch plug 36 43 EA 10.00 $ 430.00. $ - - 123%
63 Raised Pavement Marker Type 2 .35 g9% !
18 16 EA 50.00 $ 800.00 $
%
64 Flexible Guide Post LF 38.00 $ 17,252.00 $ - 111
65 Beam Guardrail Type 1, including Terminals '410 454 _ 100%
66 Permanent Signing 1 1 LS 51000.00 $ 5,000.00 $ _
3 EA 80.00 $ 240.00 $ 75%
67 Plastic Traffic Arnow 4 12 12 EA 5000' $ . 600.00 $ - 100%
68 Plastic Traffic Letter 1939 LF 0.60 $ 1,163.40 - 160%
69 , Paint Line - 4 inch Wide 1210 _ 57°h
LF
70 Plastic Line - 8 in ide 70 40 6.00 $ 240.00 $ 350 292.5 SF 17.001 $ 4,972.50 $ - 84%
71 Roc II 315 444.51 TON' 30.00, $ 13,335.30. $ - 141%
72 Cobble/Boul er ix 180 78.73 TON 26.00 $ 2,046.98 $ - 44%
73 Streambe Gravel 60 EA 85.00 $ 5,100.00 $ - 100%
74 Boulders, 24 inch Diameter 60 20 0 TON 30.00 i $ - $ - 0%
75 Streambed Sand 2 2 EA 1,200.00 $ 2,400.00 $ - 100%
76 . Engineered Log Jam 4 4 EA 3,000.00 $ 12,000.00 $ - 100%
77 Rootwad Revetment 2 2 EA 500.00 $ 1,000.00 $ - 100%
78 Poo Scour Log 4 4 EA ---500-100T$-- 2,000.00 $ - 100%
70 Rootwad
SCHEDULE TOTAL $ 981.99 _
Period Dates
Begin: Nov_ 21, 2010
End: Dec. 20, 2010
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CITY OF AUBURN CP0819, Peasley Canyon Road Culvert Replacement
PROJECT SUMMARY CO. NO. 09-04
PAY ESTIMATE #5 & FINAL
Original Contract Contract Change
Amount Orders Total Payment This Period Percent/Contract
SCHEDULE A: Storm Utility Improvements
Contract $ 615,349.00 $ - $ 642,924.08 $ 981.99 104%
Sales Tax (+9.5%) $ 58,458.16 $ - $ 61,077.79 $ 93.29
Retainage (-5%) $ (32,146.20) $ (49.10)
SCHEDULE TOTAL $ 673,807.16 $ - $ 671,855.67 $ 1,026.18
TOTAL CONTRACT AMOUNT TO DATE (including Sales Tax) $ 704,001.87
TOTAL PAYMENT TO CONTRACTOR $ 671,855.67 $ 1,026.18
PAYMENT DUE CONTRACTOR: $ 1,026.18
Period Dates
Begin: Nov. 21, 2010
End: Dec. 20, 2010
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CITY OF AUBURN CO. NO. 09-04
CP0819 Peasley Canyon Road Culvert Replacement
r
PAY ESTIMATE # 5 & (FINAL
CONTRACTOR:
SCI Infrastructure, LLC
1508 Valentine Avenue SE
Pacific, WA, 98047
Phone: (253) 218-0444
The undersigned has reviewed and approved this final pay estimate. I agree that it is a true and correct statement
showing all monies due me from the City of Auburn under this contract; that I have carefully examined the final pay estimate
estimate and understand it and that I hereby release the City of Auburn from any and all claims of whatsoever
nature which I may have, arising out of this contract, which are not set forth in this estimate.
i
PAYMENT DUE-TO CONTRACTOR = $ 1,025.18
Signatures:
.
Contractor Gate
Date 1 ' -7 ~ ?0
Inspector
Project Manager Data
• '<~r~' Date
City Engineer
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