HomeMy WebLinkAboutMillennium Contractors/Eng/CO #3/61,163.54/Multi-Use Path along Ditch RoadCity of Carmel Project 16 -ENG -20
Multi Use Path along Ditch Road
CHANGE ORDER #3
Final Quantities and Additional Milling
Contract Price prior to this Change Order
-------------------------------------------------------------------------------------------
Contract Price will be increased/decreased by this Change Order
------------------------------------------------------------------------------------------
New Contract Price including this Change Order
----------------------------------------------------------------------------------
$1,294,836.01
$61,163.54
$1,355,999.55
Amount
Adjusted Contract
Price
Cumulative % Change
from Original Contract
Original Contract
$1,205,628.00
$1,205,628.00
N/A
C01
$26,704.90
$1,232,332.90
2.22%
CO2
$62,503.11
$1,294,836.01
7.40%
CO3
$61,163.54
$1,355,999.55
12.47%
CITY OF CARMEL ni
TO: CONTRACT CI IANGE ORDER NO.: 3 Final
DATE: 1l/06/2017
Millennium Contractors PROJECT NAME: Ditch Road Path
1401 South Holt Road CITY REQ. NO.:
Indianapolis, IN 46241 CITY PO NO.: 100284
ATTN: Andrew Closser CITY PO DATE: April 5, 2017
I. You are directed to make the following changes in this Contract:
1. This change order will add one new item, and balance the existing items for this contract.
2. A new item was established for HMA milling due to increased quantities with a lower unit cost.
3. Additional days will be added to this contract due to unsuitable site conditions, and utility delays. The contractor is entitled
to 14 additional days.
SCHEDULED ADJUSTMENT
ITEM AMOUNT W OR (-) DAYS
21 -94 Existing Items $49,620.33 +2 Days
96 - HMA Milling $11,543.21 + 2 Days
Additional Time For Unsuitable Conditions, and utilities +10 Days
II. The following referenced Documents further describe the changes outlined in Paragraph 1, and are to be considered a part of this
Change Order: R.F.P.: W.D.C. No.:
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 1,294.836.01
Contract Price will be increase d/deerease by this Change Order $ 61.163.54
New Contract Price including this Change Order $ 1,355,999.55
Contract Time Prior to this Change Order 164 Days 9/16/2017 Completion Date
Net increased/deefeased resulting from this Change Order 14 Days
Current Contract Time including this Change Order 178 Days 9/30/2017 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 Changcs Are Recommended
USI Consultants, Inc.
ENGINEER
8415 East 50 Street
Indianapolis, IN 46216
City/State/Zip
By: —eA&0'4.-j
Phone: r/ -375/
Date:
The Above Changes Are Accepted:
Millennium Contractors
CONTRACTOR
1401 South Holt Road
Indianapolis, IN 46241
City/State/Zip
ABy: c �"'o
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Date: ( I '/) -7
Approved:
Kasl an, City Engineer
A 0+ Q re t' -W 0
Member
Lori. on, Member
T:
Christine SIP/a'ule%y, C rk-Treasurer
Datil: �/ �-c / �7—
USI Consultants, Inc.
IfIF0 Change Order Details
consultants Ditch Road Path
Description: City of Carmel Project No. 16 -ENG -20 Multi Use Path Along Ditch Road
Change Order: 3 Date Created: 11/02/2017
Status: Pending Approval Date Approved:
Type: Changed Conditions
Summary: Add new milling item due to increase quantity, and balance existing items.
Change Order Description: HMA Milling
A new item for HMA Milling was established with a lower unit cost, due to
higher quantities.
Balance Existing Items
This is the final change order for this contract, and items that were completed
that diel not match planned quantity have been included on this change order.
See the explaination for each item for further details.
Awarded Project Amount:
$1,205,628.00
Authorized Project Amount:
$1,294,836.01
Change Order Amount:
$61,163.54
Revised Project Amount:
$1,355,999.55
Increases/Decreases
Line Number Item Unit Unit Price Current Change Revised
Quantity Amount Quantity Amount Quantity Amount
Section: 1 - Default Section
21 Ditch Rd Path 21 TON $42.340 2,475.30 $104,804.20 836.17 $35,403.44 3,311.47 $140,207.64
COMPACTED AGGREGATE NO. 53 BASE
Reason: Additional aggregate base was required for undercutting of the existing subgracle.
24 Ditch Rd Path 24 SYS $13.340 289.00 $3,855.26 -289.00 -$3,855.26 0.00 $0.00
MILLING, ASPHALT, 1 1/2 IN.
Reason: This item was not used. A new item was established with a lower unit cost.
25 Ditch Rd Path 25 TON $101.830 1,183.00 $120,464.89 183.74 $18,710.24 1,366.74 $139,175.13
HNIA FOR SIDEWALK
Reason: The pavement section was increased to provide a more stable path.
30 Ditch Rd Path 30 TON $105.860 128.00 $13,550.08 -3.67 -$388.51 124.33 $13,161.57
HMA FOR APPROACHES, TYPE B
Reason: This item was completed substantially as planned.
Change Order Details: Ditch Road Path Page 1 of 3 11/06/2017
'Lhie Cuxrent
Chan ange:
C t'Quan Lt -,Amount' -
"Aift t
1.
2A,.
12
31 Ditch Rd Path 31 SYS $48.000 532.00
$25,536.00 11.33 $543.84 543.33
$26,079.84
PCCP FOR APPROACHES, 6 IN.
&
0960 Ditch Road Path 96 SYS
Reason: This item was completed substantially as planned.
$11.340
$11,543.21
40 Ditch Rd Path 40 SYS $3.850 4,883.00
$18,799.55 628.00 $2,417.80 5,511.00
$21,217,35
SODDING, NURSERY
Reason: Addition sodding was required at yard areas.
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47 Ditch Rd Path 47 EACH $7,150.000 1.00
$7,150.00 -1.00 -$7,150.00 0.00
$0.00
SANITARY SEWER LATERAL PIPE ADJUSTMENT
Reason: This item was not required.
49 Ditch Rd Path 49 LS $6,500.000 1.00
$6,500.00 -1.00 -$6,500.00 0.00
$0.00
1.25" SHORT SIDE FORCE MAIN STUB OUT
Reason: This item was not required.
53 Ditch Rd Path 53 IS $10,000.000 1.00
$10,000.00 -1.00 -$10,000.00 0.00
$0.00
12" WATER MAIN LOWERING
Reason: This item was not required.
61 Ditch Rd Path 61 TON $176.000 129.00
$22,704.00 63.41 $11,160.16 192.41
$33,864.16
HMA FOR STRUCTURE INSTALLATION, TYPE C
Reason: Additional patching material was required to match the existing pavement thickness.
72 Ditch Rd Path 72 EACH $2,650.000 2.00
$5,300.00 1.00 $2,650.00 3.00
$7,950.00
PIPE CATCH BASIN, 15 IN.
Reason: One additional pipe catch basin was required.
89 Ditch Rd Path 89 LFT $82.500 143.00
— ----------
$11,797.50 24.00 $1,980.00 167.00
$13,777.50
PIPE, TYPE 2, CIRCULAR, 24 IN, PERFORATED
Reason: This item was completed substantially as planned.
0940 Ditch Road Path 94 TONS $25.300 1,183.00
$29,929.90 183.74 $4,648.62 1,366.74
$34,578.52
Transfer Machine For HMA Placement
Reason: Additional HMA was required due to increased path HMA thickness.
7717-"-�:
$
b•• $4 620. 430,011;�!
T-1 91j30'
New Items
.......... -
Line . Num `:kiiiall, Quan It-
ein
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A: . .....
1.
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0960 Ditch Road Path 96 SYS
1,017.92
$11.340
$11,543.21
HMA Milling, Additional Areas Added Resulting In A Lower Price
Reason; New price clue to increased quantity
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Change Order Details: Ditch Road Path Page 2 of 3 11/06/2017
This change order is approved for construction.
Dick - USI Consultants Inc.
Millennium
City of Carmel
tractors, LLC
11106 / 7
Date '
I ! /W -/q
Date
Date
Change Order Details: Ditch Road Path Page 3 of 3 11/06/2017