Hunt Paving/MT Carmel Drain/4/decrease $85,838.26) CITY OF CARMEL
TO: CONTRACT CHANGE ORDER NO.: 4
DATE: 12/1/11
PROJECT NAME: Village of Mt. Carmel Drainage Project
CITY REQ. NO.: 10 -08D
CITY PO NO.: 27450
CITY PO DATE: 9/3/10 4
You are directed to make the following changes in this Contract: t A A
(Brief Description)
ITEM AMOUNT OR DAYS
1. Final Quantity Price Difference (Reduction) 93,761.92
2. Construction Engineering (Lost Time) 7,923.66
II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be
considered a part of this Change Order: R.F.P.: W.D.C. No.:
Other:
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order 927,275.18
Contract Price will be (Decreased) by this Change Order (85,838.26)
New Contract Price including this Change Order 841,436.92
Contract Time Prior to this Change Order Days Completion Date
Net increased /decreased resulting from this Change Order Days
Current Contract Time including this Change Order Days Completion Date
This Change Order is for full and final settlement of all direct, indirect, impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
The Above Changes Are The Above Changes Are Approved:
Recommended Accepted:
Hannum, Wagle Cline The Hunt Paving Company, Inc. j t
Engineering 0 12
ENGINEER CONTRACTOR Br., u:rd, M .r
151 N. Delaware, Suite 800 P.O. Box 42517
Address Address Bu, Member
Indianapolis, IN 46204 Indianapolis, IN 46242 /r,'
City /State /Zip City /State /Zip L.!�O_• Member
By: By: A S
Matt Maple Justin Noltinq
(pr n (prin na e)
(s gnature) (si at
Phone:317- 347 -3663 Phone:317- 241 -8313
Diana Cordray, li asurer
Date: 12/1/11 Date: 12/1/11 Date:
s
Michael T. McBride
City Engineer
Date:
Village of Mt. Carmel Drainage Project
Itemized Contract Billing Current Cost Summary
Current Quantity Total Amount
Item Contract Current
Description Plan Quantity Quantity Complete Units Unit Price Complete
No. Amount Amount
Complete "Iodate Todatc
Base Bid
1 COMMON EXCAVATION 4500.00 45,000.00 4,500.00 CYS $10.00 $45.000.00
2 CONSTRUCTION ENGINEERING 1.00 9,200.00 1.00 LS 89200.00 $9.200.00
3 MOBILIZATION AND DEMOBILIZATION 1.00 19,000.00 1.00 LS $19,000.00 $19.000.00
4 MAINTAINING TRAFFIC 1.00 20,000.00 1.00 LS $20.000.00 $20,000.00
5 CLEARING AND GRUBBING 1.00 5,500.00 1.00 LS $5.500.00 $5.500.00
6 CONSTRUCTION SIGN, A 7.00 L400.00 7.00 EACH $200.00 $1,400.00
7 CONSTRUCTION SIGN. C 4.00 800.00 4.00 EACH $200.00 $800.00
8 CURB AND GUTTER, REMOVE 649.00 4,867.50 760.50 LFT $7.50 $5,703.75
9 SIDEWALK, CONCRETE. REMOVE 101.00 909.00 24.00 SYS $9.00 $216.00
10 PIPE. REMOVE 601.00 3,005.00 629.00 LFT $5.00 $3,145.00
TEMPORARY EROSION AND SEDIMENT CONTROL.
11 CURB INLET PROTECTION 14.00 2,170.00 EACH $155.00
12 EROSION CONTROL BLANKET 4385.00 21,925.00 4,385.00 SYS $5.00 $21.925.00
13 TEMPORARY ROCK CHECK DAM 48.00 3,360.00 TON $70.00
14 TEMPORARY DITCH INLET PROTECTION 7.00 630.00 26.00 EACH $90.00 $2.340.00
15 TEMPORARY SILT FENCE 2174.00 2,826.20 2,372.00 LFT $1.30 $3.083.60
16 FLOWABLE BACKFILL. NON REMOVABLE 1272.00 82,680.00 1.102.50 CYS $65.00 $71,662.50
17 MILLING, ASPHALT, 1 1/2 IN. 2460.00 6,150.00 SYS $2.50
18 HMA SURFACE. TYPE B 320.00 28,800.00 TON $90.00
19 PCCP. 12IN. 1292.00 34,884.00 1,374.25 SYS $27.00 $37,104.75
20 MAILBOX ASSEMBLY, SINGLE 6.00 870.00 2.00 EACH $145.00 $290.00
21 SIDEWALK, CONCRETE, 4 IN. 101.00 3,737.00 16.62 SYS $37.00 $614.94
22 COLORED AND .JOINTED CONCRETE. 4" 4.00 420.00 4.44 SYS $105.00 $46620
23 WHITE THERMOPLASTIC CROSSWALK MARKING 25.00 130.00 LFT $5.20
24 CURB AND GUTTER. CONCRETE 649.00 14,278.00 760 50 LET $22.00 $16.731.00
25 HMA FOR APPROACHES. TYPE B 82.00 1 1,890.00 TON $145.00
26 PCCP FOR APPROACHES, 6 IN. 187.00 7,480.00 504.08 SYS $40.00 $20,163.20
27 COMPACTED AGGREGATE FOR DRIVEWAYS 151.00 6.040.00 151.00 TON $40.00 $6.040.00
28 RIP RAP FOR GRADED END SECTIONS, D50 =8" 4.00 524.00 5.84 TON $131.00 $765.04
29 TOP SOIL 904.00 9,040.00 CYS $10.00
30 MULCHED SEEDING, PERMANENT 1038.00 5,190.00 1.038.00 SYS $5.00 $5.190.00
31 TEMPORARY SEEDING 1038.00 2,076.00 SYS $2.00
32 CORED HOLE IN CONCRETE 1.00 520.00 4.00 EACI -1 $520.00 $2,080.00
33 PIPE. 6 IN. SSD 1280.00 21,056.00 1335.00 LFT $16.45 $21,960.75
34 PIPE, 8 IN. SSD 472.00 8.354.40 515.00 LFT $17.70 $9.115.50
35 PIPE, 6 IN NON PERFORATED I -IDPE 141.00 2,961.00 141.00 LFT $21.00 $2.961.00
36 PIPE, 8 IN. NON PERFORATED 1 -IDPE 51.00 1.479.00 51.00 LEI $29.00 $1,479.00
37 PIPE. 12 IN. RCP 1204.00 42,140.00 1,204.00 LET $35.00 $42,140.00
38 PIPE, 15 IN. RCP 476.00 18.088.00 513.00 LFT $38.00 $19,494.00
39 PIPE. 18 IN. RCP 524.00 22.008.00 602.00 LFT $42.00 $25,284 00
40 PIPE, 24 IN. RCP 1287 00 61,776.00 1255.00 LET $48.00 $60,240 00
41 PIPE. 30 IN. RCP 13.00 2,210.00 13.00 LFT $170.00 $2.210.00
42 CONCRETE END SECTION. 12 IN. 19.00 12,160.00 19.00 EACI -1 $640.00 $12,160.00
43 CONCRETE END SECTION, 18 IN. 2.00 1,640.00 2.00 EACH $820.00 $1.640.00
44 CONCRETE END SECTION, 24 IN. 21.00 19,950.00 15.00 EACH $950.00 $14,250.00
45 CLEANOUT 18.00 5.580.00 18 00 EACH 8310.00 $5,580.00
46 AGGREGATE FOR UNDERDRAINS 200.00 8,000.00 200.00 CYS $40.00 $8.000.00
47 8" NYLOPLAST RISER 100 550.00 1.00 EACH $550.00 $550.00
48 INLET. 2'X2' 15.00 18,000.00 13.00 EACH $1,200.00 $15,600.00
49 INLET. 2'X3' 12.00 14,400.00 12.00 EACI -I $1,200.00 $14,400.00
50 MANHOLE, 4' DIA. 10.00 20,000.00 8.00 EACI -I $2.000.00 $16.000.00
51 MANHOLE. 5' DIA. 4.00 10,000.00 3.00 EACI -1 $2.500.00 $7.500.00
52 MANHOLE. 6' DIA. 1.00 3.700 00 1.00 EACI -1 $3.700.00 $3.700.00
53 MOVE WATER LINES CONFLICTING W/ STORM 9.00 8,325.00 EACI -I $925.00
54 VIDEO DOCUMENTATION 1.00 1.500.00 1.00 LS $1.500.00 $1.500.00
Alternate #1
1 COMMON EXCAVATION 450.00 3.150.00 450.00 CYS $7.00 $3.150.00
2 CONSTRUCTION ENGINEERING 1.00 1.650.00 1.00 LS $1,650.00 81,650.00
3 MOBILIZATION AND DEMOBILIZATION 1.00 1.600.00 1.00 LS $1,600.00 $1.600.00
4 MAINTAINING "TRAFFIC 1.00 900.00 1.00 LS $900.00 $900.00
5 CLEARING AND GRUBBING 1.00 555.00 1.00 LS $555.00 $555 00
6 CURB AND GUTTER. REMOVE 65.00 780.00 65.00 LFT $12.00 $780.00
7 TEMPORARY SILT' FENCE 110.00 143.00 110.00 LFT $1.30 $143 00
8 PLOWABLE BACKFILL, NON REMOVABLE 189.00 13,230.00 133.50 CYS $70.00 $9,345.00
9 MILLING, ASPI -IALT, 1 1/2 IN. 677.00 1.794.05 SYS $2.65
10 I -IMA SURFACE, TYPE B 75.00 6.750.00 TON $90.00
1 I PCCP, 12 IN. 226.00 7,458.00 200.00 SYS $33.00 $6.600.00
12 CURB AND GUTTER. CONCRETE 65 00 1.885.00 65.00 LET $29.00 $1,885.00
13 TOP SOIL 16 00 204.00 CYS $12.75
14 MULCHED SEEDING, R 93.00 465.00 93.00 SYS $5.00 $465.00
15 TEMPORARY SEEDING 93.00 186.00 SYS $2.00
16 PIPE. 6 IN. SSD 45 00 922.50 45.00 LFT $20.50 $922.50
17 PIPE, 6 IN. NON PERFORATED 1 -IDPE 52 00 1.040.00 52.00 LET $20.00 $1,040.00
18 PIPE. 12 IN. RCP 618.00 22.248.00 618.00 LFT 836.00 $22,248.00
19 CLEANOUT 3.00 1.035 00 3.00 EACI -I $345.00 $1.035.0()
20 AGGREGATE FOR UNDERDRAINS 8.00 312.00 8.00 CYS $39.00 $312.00
21 INLET, 2'X2' 6.00 6,300.00 6.00 EACI -1 $1,050.00 $6.300.00
22 MOVE WATER LINES CONFLICTING W/ STORM 4.00 3.600 00 EACI -I $900.00
23 VIDEO DOCUMENTATION 1.00 250.00 1 00 LS $250.00 $250.00
Alternate #2
1 COMMON EXCAVATION 30 00 600.00 30.00 •CYS $20.00 $600.00
2 CONSTRUCTION ENGINEERING 1.00 310.00 1 00 LS $310.00 $310.00
3 MOBI /_A'I'ION AND DEMOBILIZATION 1.00 900.00 1.00 LS $900.00 $900.00
4 MAINTAINING TRAFFIC 1.00 370 00 1.00 LS $370.00 $370.00
5 CLEARING AND GRUBBING 1.00 275.00 1.00 LS $275.00 $275.00
6 TEMPORARY DITCH INLET PRO TECTION 1.00 90.00 EACH $90.00
7 TEMPORARY SILT FENCE 48.00 62.40 48.00 LFT $1.30 $62.40
8 FLOWABLE BACKFILL. NON REMOVABLE 13 00 845.00 9.00 CYS $65.00 $585 00
9 I -IMA SURFACE, TYPE B 2.00 180.00 TON $90.00
10 PCCI'.12IN. 20.00 540.00 14.00 SYS $27.00 $378.00
11 HMA FOR APPROACHES, TYPE B 3.00 435.00 TON $145.00
12 COMPACTED AGGREGATE FOR DRIVEWAYS 4.00 320.00 4.00 TON $80.00 $320.00
13 TOP SOIL CYS $15.00
14 MULCT TED SEEDING, R 199.00 995.00 199.00 SYS $5.00 $995.00
15 TEMPORARY SEEDING 199.00 398.00 SYS $2 00
16 PIPE. 12 IN. RCP 227.00 7,718.00 228.00 LFT $34.00 $7.752.00
17 INLET, 2'X2' 2.00 2.100.00 2.00 EACI I $1.050.00 $2.100.00
18 VIDEO DOCUMENTATION 1.00 50.00 1.00 LS $50.00 $50.00
EWA MOVE WATER LINES CONFLICTING W/ STORM 2.00 4.604.88 2.00 EACH $2,302.44 $4.604.88
EWA SANITARY LATERAL RELOCATION STR. 703 1.00 3.041.87 1.00 LS $3,041.87 $3.041.87
EWA SANITARY LATERAL RELOCATION a, 23 BENNE'TT RD 1.00 2,009.94 1.00 LS 2.009 94 $2,009.94
EWA 19" X 30" ELLIPTICAL PIPE 48.00 4,087.68 48.00 LFT 85 16 $4,087.68
EWA 19" X 30" ELLIPTICAL PIPE END SECTIONS 6.00 8,701.74 6.00 EACI 1 1.450.29 $8,701.74
EWA 1461'1 -I ST. REWORK 1.00 9,888.95 1.00 LS 9.888.95 $9,888.95
EWA PREP FOR TRENCH PATCHING (T &M) 1.00 11,697.25 1 .00 LS 11.697.25 $11,697.25
EWA TRENCH PATCHING 146.19 22,128.78 146.19 TON 151.37 $22,129.23
EWA EXTRA WORK ('I' &M) 1.00 29,000.48, 1.00 1.00 LS 29.000.48 829.000.48 $29.000.48
EWA HMA SURFACE, TYPE B (REVISED) 621 69 58,749.71 621.69 621.69 TON 94.50 $58.749.71 $58,749.71
EWA MILLING, ASPHALT, 1 1/2 IN. (REVISED) 7791.00 21538.40 7,791.00 7.791.00 SYS 2.76 $21,538.40 $21,538 40
EWA CONSTRUCTION ENGINEERING (LOST TIME) 1.00 7,923.66 1.00 1.00 LS 7,923.66 $7,923.66 $7,923.66
Final Contract Amount $117.212.25 $841,436.92
Total Change Orders $183.373.79
Original Contract $75L825.05
Savings from Original Contract $93,761.92
Percent over Original Contract 11.9%
The Hunt Paving Company, Inc. Post Office Box 42517
Indianapolis, IN 46242 -0517
317/241 -8313
Fax 317/487 -5779
05/19/11
Gary Duncan
City of Carmel
Department of Engineering
One Civic Square
Carmel, IN 46032
RE: Lost Time and Production
Gary;
Per our discussion, below is the price for the additional costs incurred by Hunt Paving throughout the
project as a result of lost time and production due to utility and engineering conflicts, flaws in the plans
and for potholing of Carmel's water mains.
item description quantity unit unit price total price
EWA Lost Time 1 LS 7,923.66 7,923.66
If you should have any questions or require any additional information please give me a call.
Thank you,
THE HUNT PAVING COMPANY, INC.
Justin Nolting
cc: JF, EH
d
COMPANY NAME DATE: 10/8/10 thru 12/1/10 PAGE 1
The Hunt Paving Company DAY: OF:
ONE 1
PURCHASE ORDER NO. RELEASE NO. A.R. NO JOB NO. HPC 648
3002 Village of Mt. Carmel
EXTRA WORK DESCRIPTION based on
This T &M represents the actual costs incurred by Hunt Paving for lost Quantity: 1 Is
time and production due to flaws in the plans, utility issues unforseen on the plans and additional potholing required for locating
City of Carmel water lines.
LABOR (base wage +fringes +insurance /taxes)
EMPLOYEE RATE DT
CODE CRAFT REG HRS OT HRS DT HRS RATE RATE OT HRS TOTAL
NAME REG HRS HRS
Hunt Labor
see attached
spreadsheet 3,619.95
TOTAL LABOR 3,619.95
SUBCONTRACTOR
NAME DESCRIPTION TOTAL
Roadsafe Additional Construction Signs /Barricades 1,200.00
TOTAL SUBCONTRACTOR 1,200.00
MATERIALS
QUANTITY DESCRIPTION
1 Misc. Materials (Dump fees, small tools, misc. supplies) 500.00
TOTAL MATERIALS 500.00
EQUIPMENT
HOURS TYPE OF EQUIPMENT RATE TOTAL
0.2 Ditch Witch Hydro Excay. (month) 2,996.00 599.20
8 Link Belt Mini Excay. 36.58 292.64
Cat 322 1450 102 15 0.00
4 backhoe 710GJD 1605 64.45 257.80
backhoe 710G 1604 0.00
Broom (Waldron) 41.48 0.00
3 Flat Bed 1181 27.06 81.18
finish truck 1426 0.00
breaker1615 41.33 0.00
2 pickup truck 1600 18.89 37.78 T M markup: TOTALS
backhoe 1234 0.00
mech truck 1633 0.00 TOTAL LABOR 20% 4,343.93
breaker 1615 0.00 TOTAL MATERIAL 12% 560.00
4 pickup 1586 18.87 75.48 TOTAL EQUIPMENT 12% 1,505.37
Lowboy trailer 1530 0.00 TOTAL SUBS 7 1,320 00
Lowboy 1526 0.00 TOTAL INS, BOND TAXES 194.36
pickup 1349 0.00
cure cart 1456 0.00
Air compressor /jack hammer 16 46 0.00
TOTAL EQUIPMENT 1344.08 PAGE TOTAL 7,923.66
CONTRACTOR'S APPROVAL TOTAL
unitprice 7,923.66 per Is 7,923.66