HomeMy WebLinkAboutCalumet Civil/1 FINAL/126th Sidewalk & Drainage/+$11,042.18 CITY OF CARMEL
TO: Mike Little CONTRACT CHANGE ORDER NO.: 1 (FINAL)
Calumet Civil Contractors, Inc. DATE: 4-8-11
4898 Fieldstone Drive PROJECT NAME: 126th St. Sidewalk & Drainage
Whitestown, IN 46075 Improvements (Phase 1)
CITY REQ. NO.:
CITY PO NO.:
CITY PO DATE:
I. You are directed to make the following changes in this Contract: �y
(Brief Description) ts
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.: 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 $ f Zd 000.0t9
Contract Price will be increased/ by this Change Order $ /:r 04 z./,�
New Contract Price including this Change Order $ /7! 04424(9
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:
_/ A
ENG EER CONTRACTOR ` <: ip.•s Br.' ard, M. sr-
t21EL Civic GdAre 5'8`Rriez8S7 vvF /�Q(116 `
(A ress Address M.ry ,, . B : ke, ember
i-,®/ /X/ 4/623 w urts714 N lA' Y6071-
City/State/Zip City/State/Zip' Lor.'W. in, Member
By: By: AT T:
171/I r-e. karnp 4/C14AEC. 6. t1 ETA
(p name (print name
(signature (signature)
Phone:Phone: 3/7-7/! - 3066 Phone: (3/4) 76 [—/?oa Q
;� � — � 2 zo f Diana Cor y, Clerk-Treasurer
Date: �/'/' �`J, 20// Date: Date:
MichaelMcBridec
City Enginee
Date: S /3/20f1
Change Order No. 1 (Final)
Phase I: 126`h Street Sidewalk and Drainage Improvements
Auman and Newark Neighborhood Improvements
Item #4 B-Borrow for Structure Backfill was required because additional RCP was
added to the contact to enclose a ditch along the edge of the roadway. The ditch was
enclosed to eliminate an unsafe condition to vehicular traffic. Overrun $343.71
Item #6 Storm Sewer Pipe, 12 inch Class V RCP was required to enclose a ditch along
the edge of the roadway. The ditch was enclosed to eliminate an unsafe condition to
vehicular traffic. Overrun $756.00
Item #7 Storm Sewer Pipe, 15 inch CMP was eliminated from the contract because the
manhole location was adjusted. Underrun $224.00
Item #8 Draintile, PVC, 4 inch, Undistributed—additional pipe was needed to provide
drainage from a residence to a drainage structure. Overrun $190.00
Item #11 Modified Manhole C-4 was eliminated from the contract because it was
replaced with a manhole paid in a change order item. Underrun $1,900.00
Item #1 5 4 inch Concrete Walk - less concrete walk was constructed than was shown in
the plans. Underrun $255.76
Item #16 Concrete Pavement Removal quantity was increased because of error in the
plan quantity. Removal of the existing concrete sidewalk was added to the contract
quantity for this item. Overrun $1,675.63
Item #17 Concrete Pavement, Residential Drive, 6 inch - quantity was increased because
of error in the plan quantity and adjustments in the field to match existing conditions.
Overrun $768.00
Item#19 Unsuitable Materials, Removal/Replacement was not encountered during
construction. Underrun $1,950.00
Item #20 Compacted Aggregate for Base was reduced because the lift thickness under •
the asphalt path was reduced. Underrun $1,796.34
Item #21 HMA Surface, A, for Road Patch was reduced because less material was used
for the patch than was estimated in the plan quantities. Underrun $530.00
Item # 22 HMA Surface, A, for Path underrun because the surface was laid at a thickness
under the 1 '/z inches shown in the plans. Underrun $441.90
Item # 23 HMA Intermediate, A, for Path underrun because the binder was laid at a
thickness under the 3 inches shown in the plans. Underrun $1,215.08
Item #25 Construction Fencing, Undistributed was required that was shown in the plans.
Overrun $360.00
Item #30 Sod - error in the plan quantity - more sod was required to cover disturbed
areas that were not shown in the plans. Overrun $2,915.00
Item #32 Signs, Reset one less sign was reset than was shown in the plans.
Underrun $150.00
Item #37 EWA An existing 15 inch CMP running under 126th Street that was not shown
on the plans (Sta.32+50). The pipe was holding water and a new inlet was constructed to
intercept the pipe and maintain flow from the existing pipe. The new structure and labor
was paid for by time and material. Overrun $3,018.58
Item #38 EWA The elevation of the existing 15 inch CMP at Str. #14 was lower than
was shown in the plans. A new structure was constructed to allow for the difference in
elevation. The new manhole, pipes and labor was paid for by time and material.
Overrun $4,062.46
Item #39 EWA The 12 inch RCP (Str. #15) at Sta. 35+66 was extended to connect to the
12 inch RCP (Str. #17) at Sta. 36+00 to eliminate a ditch along the edge of the roadway.
There would have been an approximate 2 foot drop off and it would have resulted in an
unsafe condition to the traveling public. Structure #16 was also connected to the new
manhole because the ditch was eliminated. The new manhole, pipes and labor was paid
for by time and material. Overrun $3,649.73
Item #40 EWA The existing thin plastic pipe continued to break as the contractor tried
to connect it to new PVC pipe. It continued to break to a point outside of the R/W. The
length of the RCP at Sta. 43+10 had to be adjusted and the metal end section was
removed because of a pipe conflict with the PVC pipe. The pipe extension and metal end
section was paid for by time and material. Overrun $614.00
Item #41 EWA A yard drain and dual wall drain tile was placed at Sta. 42+75 and
connected to Str. #21 to eliminate ponding water along the R/W and adjacent lot at 411
126th Street. The yard drain, pipe, cored hole in the structure and labor was paid for
by time and material. Overrun $919.65
Item #42 EWA Concrete curb was added to the new drive at Sta. 33+04 to match the
existing curb. Overrun $232.50