HomeMy WebLinkAbout06/16/2009 18 3rd Avenue & Nob Hill Blvd. Grind and Overlay, Project No. AS2230 & AS2214 - Final Payment BUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
Ill AGENDA STATEMENT
Item No 1" 1
For Meeting Of 6/16/09
ITEM TITLE: Final Contract Payment for 3" Avenue & Not Hill Blvd. Grind and Overlay
– City Project No.: AS2230 & AS2214
SUBMITTED BY: Doug Mayo – City Engineer
Brett Sheffield - Chief Engineer
CONTACT PERSON/TELEPHONE: Brett Sheffield – Chief Engineer
509- 576 -6797
SUMMARY EXPLANATION:
This project resurfaced 1 -1/2 miles of the four lanes of S. 3 Avenue and 1 -1/2 miles of the
eastbound inside lane and the westbound inside lane of W. Nob Hill Blvd_ It consisted of planing
39,900 square yards of bituminous pavement; placing 1643 tons of preleveling HMA; placing
9,663 tons of HMA Class % ° PG 64 -28, adjusting utility & monument castings, constructing ADA
sidewalk ramps and other related improvements all in accordance with the Plans and
Specifications as prepared by the Chief Engineer.
Final inspection for this project was made and the recommendation is that the project be
accepted.
e l This Council action is to accept the project and approve the final construction costs.
Contractor: Granite Northwest, Inc. dba Superior Asphalt
Contract Award: 9/3/08
Contract Cost: $1,449,449.00
Final, Contract Cost: $1,335,646.30
Amt. This Payment: -0-
The above total contract cost is for construction only and does not include engineering and other
costs.
Resolution — Ordinance X Other (Specify) Final Contract Payment
Contract _ Mail to (name and address):
Funding Source Arte - Street
APPROVED FOR SUBMITTAL: `e { . City Manager
STAFF RECOMMENDATION: Accept the project and approve final estimate.
COUNCIL ACTION:
III
PROS214 & 82230 PROJECT NAME: 3RD AVENUE & NOB HILL B•ND AND OVERLAY - 6/11/2009 ID
CONTRACTOR: GRANITE NW, INC. PROGRESS ESTIMATE NO. FINAL
NO ITEM BID UNIT TOTAL TO DATE UNIT TOTAL TO DATE 1 OF CONTRACT
QUANTITY QUANTITY PRICE AMOUNT CONT AMOUNT
SCHEDULE •A• - 8. 3RD AVENUE 2230- ROADWAY /SIDEWALK
1 SPCC PLAN 1 LS . .1001 $500.00 $500.00 1001 $500.00
2 MOBILIZATION (CO #1) 1 LS 100k $28,776.25 $28,776.25 1001 $28,776.25
3 TRAFFIC CONTROL SUPERVISOR 1 LS 1001 $14,000.00 $14,000.00 1001 $14,000.00
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4 FLAGOERS AND SPOTTERS 2000 HR 1040.5 - $40.00 $41,620.00 521
$80,000.00
5 OTHER TRAFFIC CONTROL LABOR 200 HR 717.5 $40.00 $28,700.00- 359% ' $8,000.00
6 CONSTRUCTION SIGNS CLASS A 400 8P 528 $10.00 $5,280.00 132% $4,000.00
7 SAW CUT, PER INCH DEPTH 2500 LF 2,934 $0.65 $1,907.10 117* $1,625.00
$ REMOVAL OF STRUCTURE AND OBSTRUCTIONS (CO 1 LS 1001 322,150.00 $22,150.00 1001 322,150.00
9 PLANING BITUMINOUS PAYMENT (CO 91) 17000 SY 18705 $1.75 932,733.75 1101 $29,750,00
10 HMA CL. 1/2 IN. PG 64 -28 (CO 91) 5550 TON 6357.36 $82.00 $521,303.52 - 1151 9455,100.00
11 HMA FOR PRELEVELINO, CLASS 3/8 IN. PO 64 -2 2800 TON 1642.51 $82.00 $134,685.82 59% $229,600.00
12 NON -WOVEN FABRIC MEMBRANE INTERPLAYER (CO 0 SY 0 $1.50 $0.00 0% $0.00
13 PAYMENT REPAIR (CO 91) 150 SY 0 $80.00 $0.00 01 912,000.00
14 CRACK SEALING (CO 91) 0 FA 0 ' 30.00 $0.00 0* 90.00
1 15 ADJUST MANHOLE (CO *1) 7 EA 12 $500.00 $6,000.00 17111 $3,500.00
16 ADJUST VALVE BOX B (CO *1) 44 EA 47 ' $350.00 $16,450.00 107* $15,400.00
17 ADJUST MONUMENT CASE 4 EA 7 $350.00 $2,450.00 175* $1,400.00
18 CEMENT CONC. SIDEWALK RAMP, TYPE 1 (CO *1) • 19 EA 19 $700.00 $13,300.00 1001 $13,300.00
19 CEMENT CONC. SIDEWALK RAMP, TYPE 2 14 EA 14 $700.00 $9,800.00 1001 $9,800.00
20 SURFACE APPLIED TRUNCATED DOME (CO 91) 21 EA 23 $345.00 $7,935.00 1104 $7,245.00
21 TEMPORARY PAVEMENT MARKING (CO *1) 30150 LF 980 $0.11 $107.80 3* 93,316.50
22 REPAIR OR REPLACEMENT 1 FA 0.00 $40,000.00 $0.00 01 $40,000.00
SUB -TOTAL SCHEDULE •A• 8887,699.24 911 $979,462.75
SCHEDULE • B • NOB HILL BLVD (2214 ROADWAY)
23 SPCC PLAN 1 LS 100% $500.00 $500.00 1001 $500.00
24 MOBILIZATION 1 LS 100* 920,000.00 $20,000.00 1001 520,000.00
25 TRAFFIC CONTROL SUPERVISOR 1 . L8 1001 $9,000.00 • $9,000.00 1001 $9,000.00
26 FLAGGERS AND SPOTTERS 1000 HR 389 $40.00 915,560.00 391 $40,000.00
27 OTHER TRAFFIC CONTROL LABOR 100 HR 362.5 $40.00 $14,500.00 3631 $4,000.00
28 CONSTRUCTION SIGNS CLASS A 400 SF 240 910.00 $2,400.00 60% $4,000.00
29 PLANING BITUMINOUS PAYMENT 19200 SY 21185 $2.25 $47,666.25 1101 $43,200.00
30 HMA CL. 1/2 IN. PG 64 -28 3300 TON 3306 $82.00 $271,092.00 1001 $270,600.00
31 HMA FOR PRELEVELING, CLASS 3/8 IN. PG 64 -2 0 TON 0 $82.00 $0.00 01 $0.00
32 NON -WOVEN FABRIC MEMBRANE INTERPLAYER (CO 0 SY 0 • $1.50 $0.00 Ok $0.00
33 CRACK SEALING (CO #1) 0 FA 0 $10.000.00 $0.00 0% $0.00
34 ADJUST VALVE BOX 66 EA 54 $350.00 $18,900.00 821 $23,100.00
35 ADJUST MANHOLE 48 EA 54 9500.00 $27,000.00 1131 $24,000.00
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NO ITEM BID UNIT TOTAL TO DATE UNIT TOTAL TO DATE % OF ! CONTRACT
QUANTITY .QUANTITY PRICE AMOUNT CONT AMOUNT
36 ADJUST MONUMENT CASE 3 EA 1 $350.00 $350.00 33% $1,050.00
37 REPAIR OR REPLACEMENT (CO *11 1 FA 20978.81 $21,047.00 820,978.81 100% 821,047.00
SUB -TOTAL SCHEDULE •B• $447,947.06 97% $460,497.00
GRAND TOTALS - SCHEDULE & •B° $1,335,646.30 93% $1,439,959.75
PREVIOUS PAYMENTS
1 $1,172,009.11 Original Contract Bid $1,449,449.00
2 $69,485.38 Change Order Number 1 - 9,489.25
3 $19,769.50 New Contract Bum $1,439,959.75
4 $7,600.00
RETAINAGE
1 $61,684.69
2 83,657.13
3 $1,040.50
4 $400.00
TOTAL RETAINAGE DUE
$66,782.32
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