HomeMy WebLinkAboutWhite Construction/Eng/CO #3/-1,830.60/Main St. & Gray Road; Main St. Path; Carey Road and Main St. Path– Project #16-ENG-55City of Carmel Projects 16 -ENG -55, 16 -
ENG -97, and 16 -ENG -109
Main Street and Gray Road, Main St
Multi -Use Pathway, Carey Rd and Main St
Pathway extension
CHANGE ORDER #3
For 16 -ENG -55, the final mainline and trail HMA quantities are submitted.
Contract Price prior to this Change Order $3,684,752.06
Contract Price will be decreased by this Change Order
-----------------------------------------------------------------------------------------
$1,830.60
New Contract Price including this Change Order $3,682,921.46
Amount
Adjusted Contract
Price
Cumulative % Change
from Original Contract
Original Contract
$3,572,000.00
_
N/A
CO1
$84,909.57
_
$3,656,909.57
2.37%
CO2
$27,842.49
$3,684,752.06
3.13%
CO3
<$1,830.60>
$3,682,921.46
3.11%
CITY OF CARMEL
TO: White Construction, Inc. CONTRACT CHANGE ORDER NO.: -3
3900 East White Avenue. DATE: November 28, 2018
Clinton, IN 47842 PROJECT NAME: Main St and Gray Road Roundabout
Carey Rd and Main St. Pathway Extension
Gray Rd Multi Use Path
CITY P.O. NO.: 100708
CITY P.O. DATE: September 7, 2017
I. You are directed to make the following changes in this Contract:
For Project # 16 -ENG -55, Main Street and Gray Road Roundabout
Final mainline HMA quantities are adjusted for the reasons listed in Attachment `A'. Quantities for
Items #029 and #030 reflect final placed material that were reduced due to paving sequencing. Item
#031 was not used at the direction of Carmel Engineering. Final HMA quantities for the Multi -Use
Path are adjusted per Attachment `A'.
ITEM
026, HMA, Type C, Surface, 9.5mm
027, HMA, Type C, Intermediate, 19.Omm
028, HMA, Type C, Base, 25.Omm
029, Joint Adhesive, Surface
030, Joint Adhesive, Intermediate
031, Liquid Asphalt Sealant
032, HMA, Type C, Intermediate, OG, 19.Omm
036, HMA for Sidewalk
SCHEDULED ADJUSTMENT
AMOUNT
(+) OR (-) DAYS
$8,228.00
0
$3,190.00
0
<$13,550.00>
0
<$1,176.30>
0
<$511.80>
0
<$440.50>
0
$3,480.00
0
<$1,050.00>
0
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.: N/A
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Sum prior to this Change Order $3,684,752.06
Contract Sum will be iRefease&decreased by this Change Order <$1,830.60>
New Contract Sum including this Change Order $3,682,921.46
Contract Time Prior to this Change Order 5/15/2018 Substantial Completion Date Days
5/30/2018 Final Completion Date Days
Net increased/decreased resulting from this Change Order 0 Days
Current Contract Time including this Change Order 5/15/2018 Substantial Completion Date Days
5/30/2018 Final Completion Date Days
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This Change Order is for full and final settlement of all direct, indirect, impact costs and time extension incurred at
any time resulting from the performance of the changed work.
The Above Changes Are
Recommended:
DLZ Indiana, LLC,
Engineer
157 E. Maryland St.
Date 3DeC 7y, k
The Above Changes Are
Accepted:
White Construction
Company, Inc
3900 East White Avenue
Clinton, IN 47842
By
Phone �l7-'sow—�f3�i
Date /Z ', /� 8
Approved:
J y ashman, PE,
ity Engineer
ATTEST:
hristine S. P ley, Clerk
Treasurer
/ c
Date:
ATTACHMENT `A"
16 -ENG -55, Main St. and Grey Road, Change Order #3
Description of Changes
TS 40 of the contract documents states that all pavement thickness shall be constructed to
reasonably close conformance to the specified thickness. Payment will be made according to
exact thickness provided but not in excess of the specified thickness shown on the plans. The
rate application shall not exceed the designated rate by more than 5%. No payment will be made
for any material placed in excess of this 5% tolerance.
ITEM #026, HMA Surface, Type C, 9.5mm — The original quantity for this item was 768.0
tons. 863.5 tons were delivered and placed, an overrun of 95.5 tons. Allowing for the above
tolerance of an additional 5% increases the planned quantity by 38.4 tons for a new adjusted
planned quantity of 806.0 tons. On October 5, a sudden unpredicted rain event happened as
paving began for the day. 82.41 tons had been placed when the storm happened. Due to the
severity of the storm, none of the placed tonnage could be saved and subsequently had to be
removed. Historically, payment for this material under these unforeseen conditions have been
made. Thus....
Original Planned Quantity of 768.0 tons increased by 5% = 806.4 tons allowable for payment.
806.4 tons + 82.41 tons = Final Pay Quantity of 889.0 Tons (rounded) an increase of 121.0 tons.
121.0 tons x $68.00/ton = $8,228.00.
ITEM #027, HMA Intermediate, Type C, 19.Omm - The original quantity for this item was
1,221.0 tons. At the time of HMA intermediate placement, all of the concrete curb was not in
place. The City of Carmel directed that the intersection be opened prior to school opening which
meant that some areas of curb would not yet be in place. To achieve the proper road width,
concrete was placed over the edge of pavement base course. This reduced the required amount
of HMA Intermediate material by 114.0 tons. This adjusts the original planned quantity to
1,107.0 tons. 1,843.3 tons were delivered and placed, an overrun of 736.3 tons. The extreme
overrun prompted a survey of grades and curb. This survey indicated that the intermediate
course was placed way too high and milling to get to the proper intermediate elevation was
directed at contractor expense. 189.65 tons were milled adjusting the delivered quantity to
1653.7 tons. Allowing for the allowed tolerance of an additional 5% increases the original
planned quantity by 55.4 tons for a new adjusted planned quantity of 1,162.4.0 tons. Thus...
Original Planned Quantity of 1221.0 tons decreased by 114.0 tons = 1107.0 tons. 1107.0 tons
increased by 5% = 1162.0 tons allowable for payment. An increase of 55.0 tons. 55.0 tons x
$58.00/ton = $3,190.00.
ITEM #028, HMA Base, Type C, 25.Omm - The original quantity for this item was 3242.0
tons. 2971.0 tons were delivered and placed, an underrun of 271.0 tons. No adjustment of the
original quantity is required for this item. Thus....
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Underrun of 271.0 tons x $50.00/ton = <$13,550.00>.
ITEM #029, Joint Adhesive, Surface - This item was reduced in the field due to HMA Surface
placement sequencing which made use of much of this material unnecessary.
Original Planned Quantity of 4405.0 LFT reduced to 484.0 LFT. 4405 LFT - 484.0 LFT =
3921.0 LFT. 3921.0 LFT x $0.30/LFT = <$1,176.30>
ITEM #030, Joint Adhesive, Intermediate - This item was reduced in the field due to HMA
Intermediate placement sequencing lessening the need for this material.
Original Planned Quantity of 4405.0 LFT reduced to 2699.0 LFT. 4405.0 LFT - 2699.0 LFT =
1706.0 LFT. 1706.0 LFT x $0.30/LFT = <$511.80>
ITEM #031, Liquid Asphalt Sealant - At the direction of Carmel Engineering, this item was
deleted.
Original Planned Quantity of 4405.0 LFT reduced to 0 LFT. 4405.0 LFT x $0.10/LFT =
<$440.50>.
ITEM #032, HMA, Type C Intermediate, OG,19.Omm - The original quantity for this item
was 1318.0 tons. 1376.0 tons were delivered and placed, an overrun of 58.0 tons. This 58 tons
falls within the 5% tolerance.
Original Planned Quantity of 1318.0 tons increased by 58.0 tons. 58.0 tons x $60.00/ton =
$3,480.00.
ITEM #036, HMA for Sidewalk - The original quantity for this item was 216.0 tons. An
additional 56.0 SYS (12.2 tons) were added to the project (STA 74+91 to STA 75+25LT and
STA 14+77 to STA 15+00 LT). 167.0 SYS (36.7 tons) were deleted from the project (STA
16+60 LT to STA 79+20 LT). This revises the planned quantity to 191.5 tons. 311.6 tons were
delivered an overrun of 120.1 tons.
Original Planned Quantity of 191.5 tons increased by 5% = New Allowable Pay Quantity of
201.0 tons. Original Planned quantity 216.0 tons -New Allowable Pay Quantity of 201.0 tons=
Underrun of 15.0 tons. 15.0 tons x $70.00/ton = $1,050.00.
PROJECT NO: 16 -ENG -55.16 -ENG -97,16 -ENG -1 09
CONTRACTOR: White Construction Co.
INSPECTION CONSULTANT: DLZ Indiana
BID AMOUNT:
BID DATE:
$3,572,000.00
09/01/17
CONTRACT
CHANGE ORDER
NUMBER
FORESEEN
OR
UNFORESEEN
TOTAL
FORESEEN
AMOUNT
TOTAL RUNNING
UNFORESEEN TOTAL OF
AMOUNT CHANGE ORDERS
DESCRIPTION OF DATE
CHANGE ORDER BOARD
I APPROVED
NEW
CONTRACT
AMOUNT
% OF CHANGE % OF CHANGE
ORDER ORDER
FORESEEN UNFORESEEN
1
FORESEEN
$84.909.57
$84,909.57
Owner directed changes for
16 -ENG -55 for Modular
Block Wall
$3.656,909.57
2.37%
2
FORESEEN
$27,842.49
$112,752.06
Sunday Paving Premium
$3,684,752.06
3.16%
3
FORESEEN
<$1.830.60>$110,921.46
HMA Final
Quantities/Ad ustmants
$3,682,921.46
3.11
$110,921.46
Original Bid Amount
$3,572,000.00
Total Change Order(s) Amount
$110,921.46
Total Fureseen Crwnge Orders
$1 10,921.46
Total Unforeseen Change Orders
$0
Total % Change Orders vs. Bid Amt.
3.11
$3,682.921.46 311%
not be paid for directly, but will be included in the cost of other items. The process for
acquiring service to new construction is as follows:
1. RPR sends construction plan & profile or detail sheet to the Carmel PM and reqs
billing address.
2. Engineering Department submits site plan and request for address to Pam Lax.
3. RPR contacts Amy Lunn -Carmel Street Department with completed documents for
Duke/IPL.
4. Electrical Contractor submits permit application requesting inspection to Pam Lax -
5. Building Department does inspection and notifies Duke/IPL.
6. RPR contacts Amy Lunn -Carmel Street Department that building inspection complete
and contacts Duke/IPL that site is ready for inspection. Street Department will then
put the billing into the City's name.
7. RPR notifies Duke/IPL that site is ready to be energized and to set up inspection.
IS 38 COMMUNICATION CONDUITS
This work shall consist of the installation of the conduits per, Carmel Standard Drawing Y
10-44 or as directed by the City of Carmel.
The costs for installation, labor, materials, excavation, backfill, polyethylene
identification tape, and #10 copper tracing wire and all other incidentals for 4" open
conduit and 4" conduit with innerducts, shall be included in the following pay items:
Pay Item Pay Unit Symbol
Conduit, PVC, 4.................................... LFT
Conduit, PVC, 4" with innerducts ....................... LFT
The conduits trench shall be backfilled with #8 stone under any pavement and the cost of
the stone shall not be paid separately but shall be included within the other pay items.
TS 39 PAYMENT FOR DRIVES
When the existing drive is concrete or asphalt, the existing drive shall be sawed at the
line where the new construction shall match the existing material. If no removal item is
provided, no direct payment shall be made for the sawing or removal of any type of drive,
but the cost thereof shall be included in the price bid for the type of driveway or approach
being placed.
TS 40 ASPHALT MATERIAL THICKNESS AND CONFORMANCE
All pavement thickness and miscellaneous item(s) thickness shall be constructed to
reasonably close conformance to the specified thickness. Payment will be made
according to exact thickness provided, but not in excess of the specified thickness as
shown in the plans.
23
Bituminous Materials
Thickness:
The total asphalt P pavement thickness shall be constructed to reasonably C4101*, tr'
conformance as specified in Contract Documents. Thickness shall be controihed
controlling the rate of application of the bituminous mixture. The mixture shall be
m
at the weight per square yard designated by the plans. The rate application
exceed the designated rate by more than five(5) sha
TJX
any material placed in excess of this five percent. No payment will be m
OWNER may core the overlay to verify�� percent tolerance. Add'
.
yieldsa
TS 41 GRADING BEHIND WALK
sections or as directed by the ENGINEER. QuanAll grading behind walks and curbs is to be completed as shown on the plans and cross
tities of earth placement or removal in
these areas are included within section volumes; therefore, this work shall not be
separately, but the cost shall be included within the item Common Excavation, paid for
TS 42 MATERIAL ACCEPTANCE
All aggregate, concrete, and bituminous materials used for the project shall be produced
from an approved source. The Contractor shall submit the names and addresses of the
suppliers of these materials for the project to the ENGINEER at the pre -construction
conference. Prior to delivery the Contractor shall submit to the ENGINEER a copy of the
certification for each material supplier.
TS 43 FINAL CLEANUP
The Contractor shall clean up all areas, including inlets, storm pipes, and streets, within
the construction area as well as areas disturbed outside the construction areas at the
completion of the project. This work shall be done at the satisfaction of the City of
Carmel. The areas disturbed outside of the construction area shallbe seeded at no cost to
tliis project.
TS 44 STANDARD DRAWINGS
See City of Carmel Standards/Details. These can be accessed at w+nnv.carmel in aov at
the Carmel Standard Drawing link on the Engineering Main Page.
TS 45 FIELD OFFICE
The CONTRACTOR shall supply the following items and install them for the duration of the
contract for use by the OWNER's representative. The temporary field office shall be located on or
near the project site and shall be for use by only the Owner's representative.
Field office shall comply with the latest INDOT standard specification 105.17, Type B field office
and shall include any additional items or substituted items listed herein.
24