CITY OF MERCED PROJECT NO. 119042
CHANGE ORDER NO. 5 (FINAL)
DATE: April 26, 2023
PROJECT NAME: (CMAQ) John Muir Sidewalk Project
PROJECT LOCATION: Merced, California
CONTRACTOR: Avison Construction, Inc.
ADDRESS: 40434 Brickyard Drive, Madera CA 93636
REASON FOR CHANGE ORDER:
To remove six (6) residential driveways on I Street and redo per City Standard. To pay for additional work not covered with the plans asphalt per the contract unit price.
THE NUMBER OF WORKING DAYS WILL BE ADJUSTED AS FOLLOWS: 14 SKETCH ATTACHED: No
DESCRIPTION OF CHANGE: Unit Quantity Unit Price Amount
(CREDIT)
1. Bid Item 5 - Monumentation EA -2 $ 2,000.00 $ (4,000.00)
2. Bid Item 8 - Remove Trees with Roots EA -3 $ 900.00 (2,700.00) 3 Bid Item 15 - Remove and Relocate Fire Hydrant EA -1 5,000.00 (5,000.00) 4 Bid Item 16 - Remove and Reloate Gate Valve EA -3 $ 2,000.00 (6,000.00)
5 Failed Compaction Tests 158 Retests LS -1 $ 13,609.05 (13,609.05) 6 Credit Contract Change Order # 3 -Item 5 & 6 Traffic Control LS -2 3,593.00 $ (7,186.00)
Credit to City $ (38,495.05)
ADDITIONAL WORK
Bid Item 7 - Remove Concrete Sidewalk/Driveway SF 1856 4.00 $ 7,424.00 -
2 Bid Item 9 - Remove Curb & Gutter LF 23 $ 3.00 69.00
-
3 Bid Item 10 - Remove Catch Basin EA 1 1,000.00 $ 1,000.00 4 Bid Item 17 - Install Concrete Curb and Gutter LF 23 65.00 $ 1,495.00 -
5 SF 40 $
Bid Item 18 - Install concrete Sidewalk And Handicap Ramp 16.00 640.00 6 Bid Item 20 - Install Concrete Residential Driveway SF 1816 $ 12.00 $ 21,792.00
7 Bid Item 21 - Install Type "C" Catch Basin EA 1 10,000.00 $ 10,000.00 8 Bid Item 22 - Hot Mix Asphalt (3"AC/1I"AB) SF 1373 16.00 $ $ 21,968.00
Bid Item 23 - Aggregate Base CY 51 225.00 11,475.00
10 Extra work for resetting fence at 260 West 28th Street LS 1 3,135.00 $ 3,135.00 11 Extra work for resetting forms for ramps due to error in plans LS 1 526.86 $ 526.86 79,524.86
Total for Change Order: S 41.029.81
ORIGINAL CONTRACT AMOUNT: $ 898,832.00
CHANGE ORDER #1 AMOUNT: $ 8,921.00
CHANGE ORDER #2 AMOUNT: $ 7,974.15
CHANGE ORDER #3 AMOUNT: $ 64,488.00
CHANGE ORDER #4 AMOUNT: $
CHANGE ORDER #5 AMOUNT: $ 41,029.81
TOTAL PROJECT COST TO DATE: $ 11021,244.96
FUNDS/ACCOUNTS VERIFIED:
553-1108-637.65-00-114004 S 41,029.81
FINANCE OFFICE DATE
ATTACHMENT No. 1
assl 4/26/2023
ACCEPTED DATE:
(CONTRACTOR)
Make DATE: 04/27/2023
RECOMMENDED
(CITY ENGINEER)
RECOMMENDED DATE: 5-5-23
(PROJECT CHAMPION)
APPROVED DATE: 6-6-2023
(CITY ATTORNEY)
AUTHORIZED DATE:
-
(CITY MANAGER)
ATTESTED DATE:
(ASSISTANT/DEPUTY CITY CLERK)
(SEAL)
Cardoso, Joe
From: David Castro <[email protected]>
Sent: Thursday, December 15, 2022 3:06 PM
To: Ainsworth, John
Cc: Cardoso, Joe; Garcia, Ramon; Beltran, Michael; John Wright; Ben Reeves; Ben Crawford Subject: Re: City of Merced Project 119042 - CMAQ John Muir Sidewalks Attachments: 21-725.3-Compaction Test Data.pdf; DFR 48.pdf; DFR 49.pdf; DFR 50.pdf; DFR 51 pdf; DFR 52.pdf;
0.5-inch HMA with RAP oven correction 21-725.3.pdf; L223638 0.5-inch HMA 11-3-22 21-725.3 T209.pdf; L223638 0.5-inch HMA 11-3-22 21-725.3 T308.pdf Hi John,
Attached are DFR 48 to 52 and the compiled compaction test data list. Also the HMA lab test reports. This should be all the reports and test data to complete the project as of 11-23-22. If you need anything else let me know.
Photo Download Link
Total re-test cost is based on re-test ratio per day. For example if a total of 10 tests were taken and 5 failed, then half (50%) that days hours is added into the re-test cost.
Total Tests = 336
Total Re-tests = 158
Total Re-test Hours = 114.2
Technician Hour Rate (PW) = $119.15
Total Re-Test Cost = $13,609.05 up to 11-23-22
Happy Holidays,
David P. Castro, PE | Crawford & Associates, Inc.
[email protected]
1165 Scenic Drive Suite A | Modesto, CA 95350
Cell: (209) 380-8744 | www.crawford-inc.com
[NOTICE: This message originated outside of City of Merced -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.]
Crawford Celebrating
& Associates. Inc 10
Geotechnical Engineering Des gn Years
and Construction Services 2012-2022
On Dec 8, 2022, at 10:46 AM, Ainsworth, John <AinsworthJ@ cityofmerced.org> wrote:
1 Crawford John Muir Sidewalk City of Merced Project No.: 119042 S Associates. Inc
Design
Field Moisture Field Dry Density Optimum Max Dry Required RC Test No. Date Location Elev. (ft) (pch) CurveNo. Density (pch) RC (%) Content 8) (%)
8/1/22 NW Corner 26th and K St 173.4 96.2 121.5 90
1R 8/1/22 NW Corner 26th and K St 173.4 18.7 99.7 13.1 121.5 90 8/1/22 NE Corner 26th and K St 173.5 12.7 112.4 10.6 130.6 86 90 8/1/22 SW Corner 26th and K St 173.3 15.9 98.9 13.1 121.5 81 90 8/1/22 NW Corner 26th and MLK Jr 174.3 13.9 99.8 13.1 121.5 82 90 8/1/22 NW Corner 26th and | St 174.3 14.6 107.1 13.1 121.5 88 90 8/1/22 NE Corner 26th and I St 174.3 15.2 102.2 13.1 121.5 84 90 8/1/22 SE Corner 26th and I St 174.1 16.9 114.0 13.1 121.5 94 90 1R 8/2/22 NW Corner 26th and K St 173.4 17.9 104.6 13.1 121.5 86 90 2R 8/2/22 NE Corner 26th and K St 173.4 12.8 117.2 10.6 130.6 90 90 3R 8/2/22 SW Corner 26th and K St 17.4 15.5 109.4 13.1 121.5 90 90 4R 8/2/22 NW Corner 26th and MLK Jr 174.3 17.9 103.5 13.1 121.5 85 90 SR 8/2/22 NW Corner 26th and | St 174.3 17.5 108.8 13.1 121.5 90 90 6R 8/2/22 NE Corner 26th and I St 174.3 16.6 103.8
7R 8/2/22 SE Corner 26th and I St 174.1 16.4 113.6 EE E 88 8/2/22 SE Corner 26th and K St 174.1 16.0 109.2 90
8/2/22 NE Corner 26th and MLK Jr 174.1 18. 103.9 13. 90 10 8/2/22 SW Corner 26th and I St 174.1 14.3 108.9 13.1 90 1R 8/3/22 NW Corner 26th and K St 173.4 11. 105.0 90
1R 8/3/22 NW Corner 26th and K St 173.4 18. 105.4 13. 90 1R 8/3/22 NW Corner 26th and K St 173.4 107.7 13 90
1R 8/3/22 NW Corner 26th and K St 173.4 105.9 90
4R 8/3/22 NW Corner 26th and MLK Jr 174.3 110.8 90
6R 13.1
8/3/22 NE Corner 26th and I St 174.3 115.6 90
9R 8/3/22 NE Corner 26th and MLKJr 174.1 104.4 90
9R 8/3/22 NE Corner 26th and MLK Jr 174.1 104.0
9R 8/3/22 NE Corner 26th and MLK Jr 174.1 110.2 90
10 8/4/22 NW Corner 26th and K St 173.4 116.3 13
95 11 8/4/22 SW Corner 26th and K St 173.5 114 95
11R 8/4/22 SW Corner 26th and K St 173.5 118.0 14.0
8/4/22 SE Corner 26th and K St 174.1 111 14.0
12R 8/4/22 SE Corner 26th and K St 174.1 112 14.0 95
12R 8/4/22 SE Corner 26th and K St 174.1 116.8 14.0
8/4/22 12
NE Corner 26th and K St 173.4 110 14.0
13R 8/4/22 NE Corner 26th and K St 173.4 119 14.0
8/4/22 NW Corner 26th and MLK Jr 174.3 112. 14.0
14R 8/4/22 NW Corner 26th and MLK Jr 174.3 16.0 112 14.0 8/4/22 NE Corner 26th and MLK Jr 174.1 14.3 111.0 14.0
15R 8/4/22 NE Corner 26th and MLK Jr 174.1 14.0
14R 8/5/22 NW Corner 26th and MLK Jr 174.3 115 14.0
14R 8/5/22 NW Corner 26th and MLK Jr 174.3 14.5 115.1 14.0 14R 8/5/22 NW Corner 26th and MLK Jr 174.3 119.8 14.0 wwwwwwwo to to to tel 15R 8/5/22 NE Corner 26th and MLK Jr 174.1 113.5 14.0
15R 8/5/22 NE Corner 26th and MLKJr 174.1 12.3 112.7 14.0 15R 8/5/22 NE Corner 26th and MLK Jr 174.1 14.6 116.2 14.0 16 8/5/22 SE Corner 26th and I St 174.1 17 109.3 14.0
17 8/5/22 SW Corner 26th and I St 174.1 13.9 107.8 14.0 EBEBE 18 8/5/22 NW Corner 26th and I St www w
174.3 17.6 113.5 14.0
19 8/5/22 NE Corner 26th and I St 174.3 19.1 108.7 14.0 89 16R 8/8/22 SE Corner 26th and I St 174.1 13.0 108.2 14.0 122.3 88 95 16R 8/8/22 SE Corner 26th and I St 174.1 13.9 111.9 14.0 122.3 91 95 17R 8/8/22 SW Corner 26th and I St 174.1 14.3 109.5 14.0 122.3 95 17R 8/8/22 SW Corner 26th and I St 174.1 15.1 111.2 14.0 122.3 91 17R 8/8/22 SW Corner 26th and I St 174.1 14.4 111.0 14.0 122.3 18R 8/8/22 NW Corner 26th and I St 174.3 15.5 110.6 14.0 122.3 18R 8/8/22 NW Corner 26th and I St 174.3 16.9 111.3 14.0 122.3 91 19R 8/8/22 NE Corner 26th and I St 174.3 15.6 112.4 14.0 122.3 20 8/8/22 SE Corner 26th and MLK Jr 174.3 13.8 112.8 14.0 122.3 20R 8/8/22 SE Corner 26th and MLK Jr 174.3 15.6 116.1 14.0 122.3 95 18R 8/9/22 NW Corner 26th and I St 174.3 15.6 108.5 14.3 120.0 90 21 8/9/22 NE Corner 26th and K St 173.4 N/A 2.286 HMA Test (g/cc) 2.501 91 22 8/9/22 NE Corner 26th and K St 173.4 N/A 2.236 HMA Test (g/cc) 2.501 89 91 23 8/9/22 NW Corner 26th and K St 173.4 N/A 2,275 HMA Test (R/cc) 2.501 91 24 8/9/22 NW Corner 26th and K St 173.4 N/A 2.161 HMA Test (g/cc) 2.501 91 25 8/9/22 SW Corner 26th and K St 173.5 N/A 2.209 HMA Test (g/cc) 2.501 91 26 8/9/22 SW Corner 26th and K St 173.5 N/A 1.883 HMA Test (g/cc) 2.501 91 27 8/9/22 SE Corner 26th and St 174.1 N/A 2,327 HMA Test (g/cc) 2.501 91 28 8/9/22 SE Corner 26th and K St 174.1 N/A 2,166 HMA Test (g/cc) 2.501 87 91 29 8/9/22 NW Corner 26th and MLK Jr 174.3 N/A 2.113 HMA Test (g/cc) 2.501 91 30 8/9/22 NE Corner 26th and MLKJr 174.1 N/A 2,270 HMA Test (g/cc) 2.501 91 31 8/9/22 NE Corner 26th and MLK Jr 174.1 N/A 2,263 HMA Test (g/cc) 2.501 91 91 32 8/9/22 SW Corner 26th and I St 174.1 N/A 2.143 HMA Test (g/cc) 2.501 91 33 8/9/22 NW Corner 26th and I St 174.3 N/A 2,250 HMA Test (g/cc) 2.501 91 u un un un 0 8 8 0
34 8/10/22 NE Corner 26th and I St 174.3 N/A 2.255 HMA Test (g/cc) 2.501 91 35 8/10/22 SE Corner 26th and ISt 174.3 N/A 2.173 HMA Test (g/cc) 2.501 91 12/15/22
Crawford Project No.: 21-725.3
Crawford John Muir Sidewalk City of Merced Project No.: 119042 C & Associates. Inc.
Design
Field Moisture Field Dry Density Optimum Max Dry Required RC Test No. Date Location Elev. (ft) Content (%) (pcf) Curve No. Moisture (%) Density (pcf) RC (%) (%) 36 8/10/22 SE Corner 26th and MLK Jr 174.3 N/A 2.146 5 HMA Test (g/cc) 2.501 86 91 37 8/12/22 SE Corner 25th and I St 173.4 18.6 101.0 10.7 124.2 81 90 37R 8/12/22 SE Corner 25th and I St 173.4 16.3 95.3 10.7 124.2 77 90 38 8/12/22 SW Corner 25th and I St 173.4 18.5 106.3 10.7 124.2 86 90 38R 8/12/22 SW Corner 25th and I St 173.4 18.9 106.3 10.7 124.2 86 90 38R 8/12/22 SW Corner 25th and ISt 173.4 18.4 108.1 10.7 124.2 87 90 39 8/12/22 NE Corner 25th and I St 173.6 16.1 102.2 10.7 124.2 82 90 37R 8/19/22 SE Corner 25th and I St 173.4 19.9 101.2 10.7 124.2 81 90 38R 8/19/22 SW Corner 25th and ISt 173.4 15.0 110.0 10.7 124.2 89 90 39R 8/19/22 NE Corner 25th and | St 173.4 18.3 102.4 10.7 124.2 82 90 37R 8/23/22 SE Corner 25th and | St 173.4 18.6 104.3 10.7 124.2 84 90 38R 8/23/22 SW Corner 25th and I St 173.4 16.8 112.5 10.7 124.2 91 90 39R 8/23/22 NE Corner 25th and I St 173.6 17.5 105.5 10.7 124.2 85 90 37R 8/23/22 SE Corner 25th and | St 173.4 18.3 105.6 10.7 124.2 38R 8/23/22 SW Corner 25th and I St 173.4 16.3 112.3 aaa 10.7 124.2 888 39R 8/23/22 NE Corner 25th and ISt 173.6 17.1 106.3 10.7 124.2 86 40 8/23/22 1St Sta: 11+50, Right 173.6 96.0 10.7 124.2 77 90 40R 8/23/22 1St Sta: 11+50, Right 174.6 104. 10.7 124 84 90 41 8/23/22 1St Sta: 10+00, Right 175.6 94 10.7 124 90
41R 8/23/22 I St Sta: 10+00, Right 176.6 94 10.7 76
37R 8/26/22 SE Corner 25th and I St i i
173.4 12.7 10.7 124 86 8 8 8
37R 8/26/22 SE Corner 25th and | St 173.4 10.7 124
86 37R 8/26/22 SE Corner 25th and | St 173.4 10.7 98
39R 8/26/22 NE Corner 25th and | St 176.6 13 10.7 124
39R 8/26/22 NE Corner 25th and | St 176.6 10.7 4 90 90
42 8/26/22 I St Sta: 11+15, Right 173.4 10 10.7 124 90
43 8/29/22 SE Corner 25th and I St 173.4 14.3 91
120 90
44 8/29/22 NE Corner 25th and I St 173.4 109.7 120 91
45 8/29/22 SW Corner 25th and | St 172.3 15 104 1.2 120 45R 8/29/22 SW Corner 25th and | St 172.3 14.3 91 90
46 8/29/22 1St Sta: 13+30, Right 172.3 12. 112.4 10.7 90 90 47 8/29/22 1St Sta: 14+25, Right 172.3 10.7 90
124
48 8/30/22 1St Sta: 13+10, Right 172.8 8.2 ESE 10.7 72 90 48R 8/30/22 ISt Sta: 13+10, Right 172.8 10 124 90 90
49 8/30/22 I St Sta: 13+80, Right 172.8 10.7 90
49R 8/30/22 I St Sta: 13+80, Right 172.8 N N
10.7 86
49R 8/30/22 1St Sta: 13+80, Right 172.8
12 50 8/30/22 I St Sta: 13+80, Right 172.3 0. 90
89 50R 8/30/22 I St Sta: 13+80, Right 172.3 120 93 90
51 8/30/22 I St Sta: 13+20, Right 172.3 14.3 12 90
52 #BEESEBERE
8/31/22 I St Sta: 13+50, Right 172.8 14.3 90
53 8/31/22 I St Sta: 12+79, Right 172.8 10.7 90
54 8/31/22 I St Sta: 13+50, Right 172.8 10.7 90
55 8/31/22 I St Sta: 14+00, Right 172.8 10.7
56 9/2/22 1St Sta: 12+40, Left 172.2 10.7
56R 9/2/22 ISt Sta: 12+40, Left 172.2 10.7
56R 9/2/22 1St Sta: 12+40, Left 172.2 10.7 888 8 8
57 9/6/22 1St Sta: 10+55, Left 172.2 17 10.7
57R 9/6/22 1St Sta: 10+55, Left 172.2 15 10.7
58 9/6/22 1St Sta: 11+60, Left 172.2 13 10.7 90
59 9/6/22 1St Sta: 12+25, Left 172,2 10.9 10.7 90
59R 9/6/22 1St Sta: 12+25, Left 172.2 10.0 10.7 90
59R 9/6/22 I St Sta: 12+25, Left 172.2 10.7 90
59R 9/6/22 1St Sta: 12+25, Left 172.2 15 10.7
90 59R 9/6/22 ISt Sta: 12+25, Left 172.2 11 10.7 88
60 9/7/22 I St Sta: 10+50, Left 172.2 14.3 90
61 9/7/22 I St Sta: 11+50, Left 172.2 14
90 61R 9/7/22 I St Sta: 11+50, Left 172.2 11.7 14
90 62 9/7/22 1St Sta: 11+90, Left 172.2 90
63 9/7/22 1St Sta: 12+30, Left 172.2 90
64 9/8/22 I St Sta: 13+18, Left 172.2
90 65 9/8/22 I St Sta: 13+20, Left 170.8 15. 90
65R 9/8/22 I St Sta: 13+20, Left 170.8 10. 90
66 9/9/22 1St Sta: 14+20, Left 170.8 14.3 90
67 9/9/22 I St Sta: 13+75, Left 170.8 161
14 90
67R 9/9/22 ISt Sta: 13+75, Left 170.8 114.0 14.3
90 68 9/9/22 1St Sta: 13+00, Left 170.8 13. 14.3 90
69 9/9/22 1St Sta: 14+15, Left 171.8 14. FEE 14.3 90
70 9/9/22 1St Sta: 13+75. Left 171.8 14. 14.3 90
71 9/9/22 1St Sta: 13+00, Left 171.8 14.3
90 72 9/9/22 25th St Sta: 12+25, Left 170.8 112.8 14.3
90 73 9/9/22 25th St Sta: 12+30, Right 170.8 14.3
110.3 90
74 9/9/22 25th St Sta: 12+25, Left 171.8 117.0 14.3
75 9/9/22 25th St Sta: 12+30, Right 171.8 14.3
76 9/12/22 2439
I St Sta: 14+00, Left 171.1 HMA Test (g/cc)
12/15/22
Crawford Project No.: 21-725.3
Crawford John Muir Sidewalk City of Merced Project No.: 119042 S Associates. Inc
sectechn.ce E Design
Field Moisture Field Dry Density Optimum Max Dry Required RC Test No. Date Location Elev. (ft) Content (%) (pcf) Curve No. Moisture (%) Density (pch) RC (%) (%) 77 9/12/22 ISt Sta: 13+50, Left 171.1 N/A 2.272 HMA Test (g/cc) 2.463 92 91 78 9/12/22 ISt Sta: 13+00, Left 171.1 2.284 HMA Test (g/cc) 2.463 93 91 79 9/12/22 25th St Sta: 12+25, Left 171.1 N/A 2.074 HMA Test (g/cc) 2.463 84 91 79R 9/12/22 25th St Sta: 12+25, Left 171.1 N/A 2.347 HMA Test (g/cc) 2.463 95 91 80 9/12/22 25th St Sta: 12+30, Right 171.1 N/A 2.163 HMA Test (g/cc) 2.463 88 91 80R 9/12/22 25th St Sta: 12+30, Right 171.1 N/A 2.336 HMA Test (g/cc) 2.463 95 91 81 9/12/22 NE Corner 27th and | St 173.9 14.3 104.4 10.7 124.2 84 90 81R 9/12/22 NE Corner 27th and I St 173.9 13.9 109.2 10.7 124.2 88 90 81R 9/12/22 NE Corner 27th and I St 173.9 14.3 111.4 10.7 124.2 90 90 82 9/12/22 SE Corner 27th and I St 173.9 16.6 101.8 10.7 124.2 82 90 82R 9/12/22 SE Corner 27th and | St 173.9 15.7 108.2 10.7 124.2 87 90 82R 9/12/22 SE Corner 27th and i St 173.9 17.4 102.1 10.7 124.2 82 90 83 9/12/22 SW Corner 27th and I St 173.9 16.1 107.3 10.7 124.2 86 90 83R 9/12/22 SW Corner 27th and | St 173.9 16.6 101.5 10.7 84 9/12/22 ISt Sta: 5+65, Left 173.9 18.8 107.8 6 10.7 12.2 888 84R 9/12/22 ISt Sta: 5+65, Left 173.9 16.6 107.3 10.7
84R 9/13/22 I St Sta: 5+65, Left 174.8 16. 107.3 10.7 90 85 9/13/22 I St Sta: 5+85, Left 174.8 17.2 107.2 10.7 EEEEE 90 82R 9/13/22 SE Corner 27th and I St 173.9 15.7 103.5 10.7 90 83R 9/13/22 SW Corner 27th and | St 173.9 15.5 108.5 10.7 90 86 9/13/22 I St Sta: 6+75, Left 172.8 108.8 10.7 90
86R 9/13/22 ISt Sta: 6+75, Left 172.8 104.0 10.7 90
86R 9/13/22 ISt Sta: 6+75, Left 172.8 108.9 10.7 90
86R 9/13/22 1St Sta: 6+75, Left 172.8 113 10.7 BEBEE 90 87 9/14/22 1 St Sta: 7+75, Left 172.8 112.3 10.7 90
83R 9/14/22 SW Corner 27th and I St 173.9 114 10.7 92
82R 9/14/22 SE Corner 27th and I St 173,9 10.7 90
84R 9/14/22 1 St Sta: 5+65, Left 174.8 110.2 1242
10.7 90
88 9/14/22 SW Corner 27th and I St 174.2 117 120.0 90
98 89 9/14/22 NE Corner 27th and | St 174.2 15 112.8 14.3 120 90 94 90 9/15/22 1 St Sta: 7+80, Left 172.8 10 113 120 95
91 9/15/22 I St Sta: 7+40, Left 172.8 12 118
120
92 9/15/22 I St Sta: 7+00, Left 174.5 14.3 113.0 14.3 120 90 93 9/15/22 I St Sta: 6+70, Left 174.0 13 118.6 14.3 90
94 9/16/22 I St Sta: 6+75, Left 173.9 10.8 113.9 14.3 120 .0 95 9/16/22 I St Sta: 5+85, Left 174.8 10 114.6 14 120
96 9/16/22 I St Sta: 5+65, Left 174.8 114.0 120
EE
97 9/20/22 1 St Sta: 5+25, Left 173.9 116.9 120 888
98 9/20/22 1 St Sta: 3+75, Left 175.4 117.0 14. 120
99 9/20/22 I St Sta: 3+50, Left 174.0 115.9 120
97 95
100 9/20/22 1 St Sta: 3+30, Left 175.4 10 118.9 14.3 120 99 101 9/20/22 1 St Sta: 3+15, Left 174.0 118. 14 120
102 9/20/22 I St Sta: 2+10, Left 176.1 119.0 14. .3 120 103 9/20/22 I St Sta: 1+25, Left 176.1 13 109.9 120
104 9/20/22 I St Sta: 0+80, Left 176.1 115.4 120 .0
105 9/23/22 | St Sta: 3+75, Left 174.5 118.7 120.0
106 9/23/22 I St Sta: 3+25, Left 174.5 118.3 120.0
107 9/23/22 I St Sta: 2+75, Left 174.5 .2 118.1 120.0
108 9/23/22 SE Corner 27th and I St 174.5 113.1 14 120.0 109 9/23/22 NW Corner 27th and I St 174.5 111.9 14.3 120.0 110 9/26/22 Corner 28th and 1 St 175.9 11 116.7 14.3 120.0 111 9/26/22 Corner 28th and I St 174.9 1.0 118.8 14 120.0 112 9/26/22 SE Corner 27th and MLK St 174.0 1.0 .7 14.3 120 113 9/26/22 SE Corner 27th and MLK St 174.0 109 15 14
114 9/26/22 NE Corner 27th and MLK St 174.4 12 113.0 14 115 9/26/22 NW Corner 27th and MLK St 174.5 107.7 14 .3 116 9/27/22 SW Corner 27th and MLK St 174.0 116.5 14
117 9/27/22 NW Corner 27th and K St 174.0 14 120
118 9/27/22 SW Corner 27th and K St 174.0 118 19 14
119 9/27/22 NW Corner 27th and K St 174.0
120 9/27/22 NE Corner 27th and K St 174.0 14
121 9/27/22 SE Corner 27th and K St 174.0 .2 118.0 14 120 122 9/28/02 1 St Sta: 0+55, Left 175.7 106.5 14 95
122R 9/28/02 I St Sta: 0+55, Left 175.7 .0 110.2 14 120 95 122R 9/28/02 I St Sta: 0+55, Left 175.7 109 14 95
122R 9/28/02 I St Sta: 0+55, Left 175.7 11 115.5 14 120 95 123 9/28/02 I St Sta: 7+00, Left 174.0 116 14
124 9/28/02 I St Sta: 7+50, Left 174.0 10 115.9 14 120 95 125 9/28/02 I St Sta: 7+80, Left 174.0 10 14.3 120
95 125R 9/28/02 I St Sta: 7+80, Left 174.0 9.8 115.4 14.3 120 95 126 9/28/02 I St Sta: 10+05, Right 173.3 11 110.0 14.3 120.0 126R 9/28/02 I St Sta: 10+05, Right 173.3 110 .9 14 120.0 126R 9/28/02 I St Sta: 10+05, Right 173.3 109 14 120.0
127 9/29/22 MLK Sta: 6+00, Left 172.9 115.9 120.0
4 128 9/29/22 MLK Sta: 5+90, Left 172.9 12.6 119.3 120.0 12/15/22
Crawford Project No.: 21-725.3
Crawford John Muir Sidewalk City of Merced Project No.: 119042 C S Associates.Inc.
8 Construction Services s
Field Moisture Field Dry Density Optimum Max Dry Required RC Test No. Date Location Elev. (ft) Content (%) (pch) Curve No. Moisture (%) Density (pch RC (%) (%) 129 9/29/22 MLK Sta: 5+50, Left 172.9 12 g 110.8 4 14.3 120.0 92 90 130 9/29/22 MLK Sta: 5+00, Left 172.9 12.9 119.2 14.3 120.0 99 131 9/29/22 MLK Sta: 6+75, Left 172.9 12.2 112.6 14.3 120.0 94 8g 132 9/29/22 MLK Sta: 7+25, Left 172.9 15.5 115.2 14.3 120.0 96 90 133 9/29/22 MLK Sta: 7+50, Left 172.9 13.9 110.8 14.3 120.0 92 90 134 10/7/22 K St Sta: 3+75, Left 174.6 11.3 115.1 14.3 120.0 96 90 135 10/7/22 K St Sta: 3+25, Left 174.6 14.0 115.6 14.3 120.0 96 90 136 10/7/22 K St Sta: 2+75, Left 174.6 13.2 117.8 14.3 120.0 98 90 137 10/7/22 K St Sta: 2+00, Left 174.6 12.4 115.9 14.3 120.0 97 90 138 10/7/22 K St Sta: 1+75, Left 176.0 11.9 110.0 14.3 120.0 92 90 139 10/7/22 MLK Sta: 7+75, Left 173.1 11.6 110.1 14.3 120.0 92 90 139 10/7/22 MLK Sta: 7+75, Left 173.1 11.6 110.1 14.3 120.0 92 90 140 10/7/22 K St Sta: 1+25, Left 174.9 13.5 119.2 14.3 120.0 99 90 141 10/7/22 K St Sta: 0+85, Left 174.9 12.5 115.8
142 10/11/22 MLK Sta: 3+75, Left 174.5 12 888
143 10/11/22 MLK Sta: 3+25, Left 1154
174.5 14
144 10/11/22 MLK Sta: 2+25, Left 174.5 14.3 97 90
145 10/11/22 MLK Sta: 2+00, Left 174.5 95 90
146 10/12/22 MLK Sta: 6+10, Left 174.5
147 10/12/22 MLK Sta: 5+25, Left 174.5
148 10/12/22 MLK Sta: 5+00, Left 174.5
149 10/12/22 MLK Sta: 2+25, Left 175.0
150 10/12/22 MLK Sta: 1+50, Left 175.0 EBEBEBEEBEBEE
151 10/12/22 MLK Sta: 0+90, Left 175.0 90
152 10/13/22 MLK Sta: 7+75, Left 174.0
153 10/13/22 MLK Sta: 7+25, Left 174.0 90
154 10/13/22 MLK Sta: 6+75, Left 174.0 90
155 10/14/22 Corner MLK and 28th St, Left 177.7 10.8 90 156 10/14/22 K St Sta: 7+90, Left 173.3 10.5 90
157 10/14/22 K St Sta: 7+60, Left 172.6 90
113.9 99
158 10/14/22 K St Sta: 7+50, Left 173.3 10.4 5555555 90 159 10/14/22 K St Sta: 7+25, Left 173.3 107 90
159R 10/14/22 K St Sta: 7+25, Left 173.3 90
160 10/17/22 K St Sta: 6+50, Left 173.4 90
161 10/17/22 K St Sta: 6+25, Left 171.9 90
162 10/17/22 K St Sta: 6+20, Left 173.1 90
163 10/17/22 K St Sta: 3+60, Left 174.0 14.3
164 10/17/22 K St Sta: 3+25, Left 174.0 90
165 10/17/22 K St Sta: 2+25, Left 174.0 90
165R 10/17/22 K St Sta: 2+25, Left 174.0 90
166 10/19/22 MLK Sta: 1+50, Left 177.3 90
167 10/19/22 MLK Sta: 1+10, Left 176.9 90
168 10/19/22 MLK Sta: 0+75, Left 176.9 90
169 10/19/22 NE Corner 28th and MLK St 177.3 90
170 10/24/22 K St Sta: 5+50, Left 174.0
171 10/27/22 K St Sta: 7+50, Left 173.5
EEEE
171R 10/27/22 K St Sta: 7+50, Left 173.5 16.2 116.1
172 10/27/22 K St Sta: 6+25, Left 173,5 12.3 111.0
172R 10/27/22 K St Sta: 6+25, Left 173.5 12.8 119.0 14.3 120.0 99 95 173 10/27/22 K St Sta: 2+45, Left 174.3 110.9 14.3 120.0 92 90 174 10/27/22 NE Corner 28th and K St 176.7 9.3 108.4 14.3 120.0 90 95 174R 10/27/22 NE Corner 28th and K St 176.7 14.3 114.9 14.3 120.0 96 95 175 11/1/22 I St Sta: 5+00, Left 173.0 10.9 113.8 14.3 120.0 95 95 176 11/1/22 I St Sta: 5+25, Left 173.0 10.5 113.9 14.3 120.0 95 95 177 11/1/22 ISt Sta: 9+00, Right 173.0 10.6 110.7 14.3 120.0 92 178 11/1/22 MLK Sta: 7+75, Left 172.9 11.9 112.3 14.3 120.0 94 95 178R 11/1/22 MLK Sta: 7+75, Left 172.9 12.5 114.2 14.3 120.0 95 95 179 11/1/22 MLK Sta: 6+45, Left 173.7 13.3 113.3 14.3 120.0 94 95 179R 11/1/22 MLK Sta: 6+45, Left 173.7 12.5 114.7 14.3 120.0 96 180 11/1/22 MLK Sta: 3+75, Left 174.5 112.6 14.3 120.0 95 94 180R 11/1/22 MLK Sta: 3+75, Left 174.5 115.3 14.3 120 .O 181 11/1/22 MLK Sta: 5+50, Left 173.8 13.9 110.5 14.3 120.0 95 92 181R 11/1/22 MLK Sta: 5+50, Left 173.8 116.9 14.3 120.0 95 182 11/1/22 MLK Sta: 2+75, Left 175.1 11.5 118.6 14.3 120.0 95 183 11/1/22 MLK Sta: 1+15, Left 176.9 10.9 115.8 14.3 120.0 97 95 184 11/3/22 K St Sta: 7+70, Left 173.2 N/A 2.169 HMA Test (g/cc) 2.461 88 185 11/3/22 K St Sta: 6+40, Left 1732 N/A 2.125 HMA Test (g/cc) 2,461 86 91 186 11/3/22 K St Sta: 1+25, Left 175.2 N/A 2.214 HMA Test (g/cc) 2.461 90 91 187 11/3/22 K St Sta: 0+60, Left 176.0 N/A 2.182 HMA Test (g/cc) 2.461 89 91 188 11/3/22 K St Sta: 2+40, Left 175.0 N/A 2.188 HMA Test (g/cc) 2.461 89 91 189 11/3/22 K St Sta: 4+04, Left 174.5 N/A 2.206 HMA Test (g/cc) .461 90 190 11/3/22 K St Sta: 4+05, Right 174.6 N/A 2.187 HMA Test (g/cc) 2.461 191 11/3/22 K St Sta: 4+60, Left 173.9 N/A 2.206 HMA Test (g/cc) 2.461 91 192 11/3/22 K St Sta: 4+60, Right 174.1 N/A 2.197 HMA Test (R/cc) .461 193 11/3/22 SW Corner 27th and K St 174.1 N/A 2.184 HMA Test (g/cc) 2.461 12/15/22
Crawford Project No.: 21-725.3
Crawford John Muir Sidewalk City of Merced Project No.: 119042 S Associates. Inc
sectechnica E Design
ind Const/vetion Servcei
Field Moisture Optimum Required RC
Test No. Date Location Elev. (ft) Content (%) Curve No. Moisture (%) pcf) RC (%) (%) 194 11/3/22 ISt Sta: 2+40, Left 175.1 13.8 14.3 92 90
195 11/14/22 MLK Sta: 7+90, Left 174.3 N/A HMA Test (g/cc) 86 91 195R 11/14/22 MLK Sta: 7+90, Left 174.3 N/A HMA Test (g/cc) 93 91 196 11/14/22 MLK Sta: 7+25, Left 174.3 N/A HMA Test (g/cc) 91 91 197 11/14/22 MLK Sta: 6+00, Left 174.3 N/A HMA Test (g/cc) 91 91 198 11/14/22 MLK Sta: 5+75, Left 174.3 N/A HMA Test (g/cc) 85 91 199 11/14/22 MLK Sta: 5+50, Left 174.3 N/A HMA Test (g/cc) 85 91 199R 11/14/22 MLK Sta: 5+50, Left 174.3 N/A HMA Test (g/cc) 89 91 199R 11/14/22 MLK Sta: 5+50, Left 174.3 N/A HMA Test (g/cc) 90 91 200 11/14/22 MLK Sta: 4+80, Left 174.3 N/A HMA Test (g/cc) 87 91 201 11/14/22 SE Corner 27th and MLK St 174.3 N/A HMA Test (g/cc) 84 91 202 11/14/22 NE Corner 27th and MLK St 174.3 N/A HMA Test (g/cc) 78 203 11/14/22 NW Corner 27th and MLK St 174.3 N/A HMA Test (g/cc) 79 91 204 11/14/22 MLK Sta: 3+90, Left 174.3 N/A HMA Test (g/cc) 91 205 u un
11/14/22 MLK Sta: 3+75, Left 174.3 N/A HMA Test (g/cc) 91 206 11/14/22 MLK Sta: 3+00, Left 174.3 N/A HMA Test (g/cc) 87 91 206R 11/14/22 MLK Sta: 3+00, Left 174.3 N/A HMA Test (g/cc) 91 91 207 11/14/22 MLK Sta: 2+25, Left 174.3 N/A HMA Test (R/cc) 91 207R 11/14/22 MLK Sta: 2+25, Left 174.3 N/A HMA Test (g/cc) 88 91 208 11/14/22 MLK Sta: 1+50, Left 174.3 N/A HMA Test (g/cc) 91 208R 11/14/22 MLK Sta: 1+50, Left 174.3 N/A HMA Test (g/cc) 91 209 11/14/22 SE Corner 28th and MLK St 174.3 N/A HMA Test (g/cc) 91 81 210 11/14/22 NW Corner 27th and | St 174.3 N/A HMA Test (g/cc) 79 91 211 11/14/22 NW Corner I St and 27th 174.3 N/A HMA Test (g/cc) 84 91 212 11/17/22 I St Sta: 12+58, Intersection 172.6 12.0 14.3 89 90 212R 11/17/22 I St Sta: 12+58, Intersection 172.6 13.5 14.3 89 90 212R 11/17/22 I St Sta: 12+58, Intersection 172.6 15.5 14.3 91 90 212 11/23/2022 |St Sta: 12+58, Intersection 172.4 12.4 14.3 94 90 213 11/23/2022 1St Sta: 12+00, Intersection 173.5 12.4 14 3 96 90 214 11/23/2022 | St Sta: 12+00, Intersection 173.5 11.4 14.3 95 90 215 11/23/2022 | St Sta: 12+00, Intersection 173.3 N/A HMA Test (g/cc) 93 91 216 11/23/2022 | St Sta: 11+S0, Intersection 173.7 N/A HMA Test (g/cc) 91 217 11/23/2022 | St Sta: 13+50, Intersection 173.2 N/A HMA Test (g/cc) 91 218 11/23/2022 ISt Sta: 6+00, Intersection 174.7 N/A HMA Test (g/cc) 91 219 11/23/2022 ISt Sta: 4+00, Intersection 175.9 N/A HMA Test (g/cc) 91 220 11/23/2022 ISt Sta: 0+50, Intersection 176.4 N/A HMA Test (g/cc) 91 12/15/22
Crawford Project No.: 21-725.3
Roj: 119042 John Muir 12-1-22
shn hinswerk
T$M 7-28-22
Adjusting Forms - MLK @ 21*
Julio Lopez Ihr.@ $54.14 = 54.14
Juan Valencia 1hr.@ $ 49,00 = 49.00
David Pamuso Ihr. @ $ 38.29 38.29
Jose Mendez Ihr. @ $ 49.00 49.00
chely 3500 Ihr. e $18.00 = = 18.00
trailer Ihr. @ 4 12.00 12.00
$220.43
TEM 10-18-22
Adjisting forms @ 28*+K Kst.
Julio Lopez Ihr- C 54.14 54.14
Jose valencia Ihr. e t490° 49.00
Roul Gazcia Ihr. @ $ 49.00 49.00
dase mendez Ihr @ 1 49.00 49.00
Juan Flores Ihr C $ 49.00 49.00
David Dumaso Ihr. $ 38.29 38.29
18.00 chery 3500 Ihr.@$18.00 =
$ 306.43
Total FoRBoth TAM's 8 526.86
> Avison
Construction Inc
DAILY EXTRA WORK REPORT
JOB#: CCO #:_ - CODE:: DATE:_
JOB NAME:_
WORK PERFORMED BY:
WORK DESCRIPTION:_
LOCATION:
LABOR EQUIPMENT
Name ClassST Hrs OT Hrs Equip # | Description Hrs
MATERIALS SUBCONTRACTS/ TRUCKING
Description Qty Name & Description Qty
NOTES:
Contractor's representative Owner's representative
7 Avison
Construction Inc
DAILY EXTRA WORK REPORT
JOB#: CCO #:_ - CODE: DATE:
JOB NAME:_
WORK PERFORMED BY:
WORK DESCRIPTION:_
LOCATION:_
LABOR EQUIPMENT
Name Class ST Hrs OT Hrs Equip# Description
Hrs
MATERIALS SUBCONTRACTS/ TRUCKING
Description Qty Name & Description Qty
NOTES:
Contractor's representative Owner's representative
ALL
COMMERCIAL
FENCE,INC
LIC#823030
Change Order
JANUARY 12, 2023
ATTN: Christopher Moe / Avison Inc. Estimating Department PROJECT: John Muir Sidewalks Iron Fence Punch List - Merced SCOPE OF WORK: Furnish and Install
1. Remove approximately 60' of Existing Ornamental Iron Fence, Replace at Desired Height.
PRICE: $3,135.00
Notes:
• Addendums noted:
• General Contractor to provide location of any underground utility and/or irrigation lines that may conflict with post footings.
Exclusions Unless Listed Above:
Demo / Removal, Grubbing, Clearing
• Repair of any Damaged Unmarked Utility or Irrigation Lines due to Digging/Boring Post Footings. • Saw Cutting or Core Drilling of existing concrete or asphalt for post footings. • Concrete flatwork (i.e. Mow Strip, Gate track Runner, Sidewalks, Operator Pad, Gooseneck Pad, etc.). • Primus Cores, Padlocks, Knox Boxes, Signage, and Installation thereof, Hollow Metal Doors • Permits and associated fees, Bond Rate 1.5%
• Removal of Dirt Spoils from Posthole Boring
• Hand Digging and Hydro Vac - If it is deemed necessary to Hand Dig or use Hydro Vac there will be an extra charge • Grading and Staking - Grounding
• Gate Operators, Keypads, Entry Systems, Dedicated Phone Line to Controller • Conduit from Operators to Outside Keypads, 115 Volt 20-amp Electrical Power to Operators and Keypads etc. • Trash Enclosure Gates, Bollard Posts, Temporary Fence, Handrails, and Guard Rails Labor Relations:
• Public Works Registration #1000047749
• Signatory to the Northern California and Southern Labors Union. • Gold Shovel Certified / ISNetworld Active #400-241066 • Small Business for Public Works (SB-PW) 2005092
• SFPUC- BE Certification #CMD052215023 / Micro Local Business Enterprise Thank you,
Jim Stamper
Jim Stamper
If proposal is accepted, it must be signed and become part of the Contract/Agreement. All proposal information regarding this project has een taken from the owners or architects civil and/or architectural site plans and specifications. Any extra expense out of All Commercia 'ence s control, which will include but is not limited to an increase in material cost, change in the above scope of work, additiona dispatches, manpower etc. will be an adjustment in the contract price in the form of a change order. Due to rising costs materials, this All Commercial Fence P.O. Box 658 Waterford, CA 95386 • Phone (209)845-8400 Fax (209) 845-8428 CHANGE ORDER REQUEST Page 1
DATE: 11/10/2022
Aris Construct sidewalk MAD)
PCO#: 5
To: Joe Cardoso From: Christopher Moe
City of Merced Avison Construction, Inc.
678 West 18th Street 40434 Brickyard Drive
Merced, CA 95340 Madera, CA 93636
Phone: 209.388.7508 Phone: 559.431.0317
Fax: 559.431.0321
[email protected] Email: [email protected]
CC: John Ainsworth - City of Merced - Phone: 209.385.6934 - Fax: 209.385.6211 Below is the detail for our proposal to complete the following changes in contract work:
- Pending Change Order: Reconstruct AC I St Geo-Grid to replace subgrade compaction - Proposed Scope of Work:
- The prices below are valid until
PCO Item Status Change Quantity UM Unit Price Amount
(in Days)
1 : AC Demo 2568sf @ 2.50 Initiated 2568.000 SF 2.50000 6420.00 2 : AC Install 2568sf @16.00 Initiated 2568.000 LS. 16.00000 41088.00 3 : Mobe Paving Equipment Initiated 1.000 LS. 0.00000 1035.00 Work Not Performed
4: Geo-Grid Material and Install Initiated 1.000 LS. 0.00000 2177.00 5: Traffic Control, Road Closure, Initiated 1.000 LS. 0.00000 3593.00 Flagging 1/25th
6: Traffic Control, Road Closure, Initiated 0.000 LS. 0.00000 3593.00 Flagging 1/27th
7: Striping Initiated 1.000 LS. 0.00000 500.00
8 : Demo Cross Gutter Initiated 1.000 LS. 0.00000 1772.00 9: Install Cross Gutter Initiated 1.000 LS. 0.00000 4310.00 64488.00
Submitted By: Approved By:
11/10/2022
Christopher Moe Date Joe Cardoso Date
City of Merced