HomeMy WebLinkAboutSub-Surface of Indiana/ENG/CO 3/-6,798.44/bridleboure drainageTO: Sub -Surface of Indiana, Inc.
7225 West 700 South
Morgantown, IN 46160
CITY OF CARMEL
CONTRACT CHANGE ORDER NO.: #3 (Final)
DATE: October 16, 2015
PROJECT NAME: Bridlebourne Drainage Modifications
Project No.13-07
CITY REQ. NO.:
CITY PO NO.: 25291
CITY PO DATE:
You are directed to make the following changes in this Contract:
(Brief Description)
ITEM
AMOUNT (+) OR (-) DAYS
See Attached Sheets
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.: NA W.D.C. No.: NA
Other:
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 364,315.52
Contract Price will be decreased by this Change Order $ 6,798.44
New Contract Price including this Change Order $ 357,517.08
Contract Time Prior to this Change Order NA Days NA Completion Date
Net increased/decreased resulting from this Change Order NA Days
Current Contract Time including this Change Order NA Days NA 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
Recommended
Department of Engineering
ENGINEER
One Civic Square
Address
Carmel IN, 46032
City/State/Zip
Phone: (317) 571-2441
Date: /e r @ • /tj
The Above Changes Are
Accepted:
CONTRACTOR
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City/State/Zip/�
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Phone: 31+ 01 oq 2-G
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Diana Cordraylr Jerk -Treasurer
Date: /I Lti
City Engineer
Date:
BRIDLEBOURNE DRAINAGE MODIFICATIONS
(PROJECT NO. 13-07)
CHANGE ORDER #3
Item No. Item
10 Pipe, 15" RCP, Remove - Two feet of additional pipe quantity was added to
balance the final quantity — Substantially as planned.
(Overrun 2 Lft, x 10.00 = $20.00)
11
Pipe, 18" RCP, Remove - Two feet of additional pipe quantity was added to
balance the final quantity — Substantially as planned.
(Overrun 14 Lft. x 10.00 = $140.00)
12 Pipe, 24" RCP, Remove - Two feet of additional pipe quantity was added to
balance the final quantity — Substantially as planned.
(Underrun 7 Lft. x 15.00 = $105.00)
13 Curb, Concrete Remove - Additional curb was removed to the nearest concrete
joint to include cracked curbs.
(Overrun 10 Lft. x $ 18.00 = S180.00)
14 Curb, Concrete - Additional curb was poured to the nearest concrete joint to
include cracked curbs.
(Overrun 10 Lft. x $57.00 = S570.00)
15 Coarse Aggregate, #2 Stone - Substantially as planned.
(Overrun 0.70 Tons x $20.00 = 514.00)
18 Pipe, Circular, RCP, 30 In. - Less 30" RCP was required than was shown on the
plans. (Underrun 7 Lft. x $57.00 = 5399.00)
24 Compacted Aggregate, No. 8 - 68.72 of additional stone quantity was added to
balance the final quantity. The plans did not account for backfill for all the RCP to
the springline of the storm pipes as required by the Hamilton County Surveyor's
Office. Additional stone was required to backfill the storm pipes than was
estimated in the plans. (Overrun 68.72 x $18.00 = $1,236.96)
29 Silt Fence - Less silt fence was used than was shown on the plans because
existing grades did not required silt fence.
(Underrun 1,020 Lft x 51.33 = 51,356.60)
r
31 Riprap , Class 2 - Less riprap was required than was shown on the plans.
(Underrun 120.64 Tons x $45.00 = S5,428.80)
32 Rock Check Dam - Less rock check dams were required than was shown on the
plans due to construction sequence.
(Underrun 2 Each x $825.00 = $1,650.00)
There was an multiplication error in the original Contract Items and Unit Prices in
Item #10 - Pipe 15" Remove. The original total was $2,220. The correct total
is $2,200. $20 was deducted from the original total cost of the contract.
($348,000.00 — $20 = $347,980.00)