HomeMy WebLinkAboutMilestone/Eng/CO #1 Final/31,427.40/5th Street NE Improvements – Project #18-SW-21 City of Carmel Project 18-SW-21
5th Street NE Improvements
Change Order #1, FINAL
Local Request scope changes and added work.
Contract Price prior to this Change Order $403,390.00
Contract Price will be increased by this Change Order $31,427.40
New Contract Price including this Change Order $434,817.40
Amount Adjusted Contract Cumulative%Change
Price from Original Contract
Original Contract $403,390.00 $403,390.00 N/A
CO1 $31,427.40 $434,817.40 07.7%
CITY OF CARMEL
TO:Milestone Contractor,LP CONTRACT CHANGE ORDER NO.: 1,FINAL
5950 S.Belmont Ave. DATE:03/29/19
Indianapolis,IN 46217 PROJECT NAME: 5th Street NE Improvements
CITY PROJECT NO.:#18-SW-2I
CITY PO NO.: #101922
CITY PO DATE: 9/15/18 ‘4,z,
I. You are directed to make the following changes in this Contract: 601
Miscellaneous Project scope changes and additional work as directed locally.
SCHEDULED ADJUSTMENT
ITEM AMOUNT (+1 OR(- )DAYS
See Attached $31.427.40 132
* See detail of items and summary of changed costs in attached Table for items 1 through 50
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.: n/a W.D.C.NO.: n/a
Other: By Request from the City of Carmel •
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $403,390.00
Contract Price will be increased by this Change Order $31,427.40
New Contract Price including this Change Order $434,817.40
Contract Time 60 days plus 132 days due to utility delays 3/27/209 New 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 The Above Changes Are Accepted Approved
CROSSROAD ENGINEERS TO: Milestone Contractor,LP & P re '—
ENGINEER CONTRACTOR Jame rainard,Mayor
3417 Sherman Drive 5950 S.Belmont Ave.
Address Address asht.Cit j tgine
eech G ove.IN 4610. Indianapolis,IN 46217
City/Si �. ��� City/State/Zip Mary r- ,Meg er
By;�; ��� By: C�a
Phone: 3 17-780-1555 Phone: 317-788-6885 Lo s Member
Date: Alp
/20 Date: 4/1/19 A
'stine S.Pauley"'Clerk-Treasurer '
Date: %7/7//�j
PROJECT NAME: 5th Street NE Improvements
CONTRACT CHANGE ORDER NO.: 1,FINAL
Number Description Unit Unit Price Originaltem Original Amount ntity Actual Final Amount Over/Under
1 Construction Engineering LS $10,000.00 I $ 10,000.00 1 $ 10,000.00 $ -
2 Mobilization and Demobilization LS $20,000.00 I $ 20,000.00 1 $ 20,000.00 $ -
3 Clearing Right of Way LS $15,894.00 1 $ 15,894.00 1 $ 15,894.00 $ -
4 Common Excavation CYS $40.00 615 $ 24,600.00 615 $ 24,600.00 $ -
5 Borrow CYS $70.00 40 $ 2,800.00 40 $ 2,800.00 $ -
6 Storm Water Management Budget DOL $1.00 4634 $ 4,634.00 2373 $ 2,373.00 $ (2,261.00)
7 SWQCP Preparation and LS 1 $ 4,000.00 1 $ 4,000.00
Implementation,Level 1 $4,000.00 $ -
8 Structural Backfill,Type I CYS $50.00 417 $ 20,850.00 541.22 $ 27,061.00 $ 6,211.00
9 Flowable Backfill,Removable CYS $0.00 0 $ - 0 $ - $ -
10 Compacted Aggregate Base,No.53 TON $28.00 543 $ 15,204.00 563.87 $ 15,788.36 $ 584.36
11 Milling Asphalt,Variable Depth SYS $0.00 0 $ - 0 $ - $ -
12 HMA Surface,9.5mm TON $140.00 94 $ 13,160.00 92.93 $ 13,010.20 $ (149.80)
13 HMA Surface,Wedge and Level TON $0.00 0 $ - 0 $ - $ -
14 HMA Intermediate,19.0mm TON $95.00 125 $ 11,875.00 140.09 $ 13,308.55 $ 1,433.55
15 HMA Patching,Full Depth SYS $0.00 0 $ - 0 $ - $ -
16 Topsoil(Undistributed) TON $540.00 2 $ 1,080.00 0 $ - $ (1,080.00)
17 Sidewalk,Concrete,4 in. SYS $50.00 190 $ 9,500.00 320.56 $ 16,028.00 $ 6,528.00
18 Curb Ramp,Concrete SYS $270.00 9 $ 2,430.00 30.56 $ 8,251.20 $ 5,821.20
19 Curb and Gutter,Type II LFT $20.00 1015 $ 20,300.00 1052 $ 21,040.00 $ 740.00
20 PCCP for Approaches,6 in. SYS $125.00 92 $ 11,500.00 126.63 $ 15,828.75 $ 4,328.75
21 Riprap,Revetment TON $95.00 5 $ 475.00 2.9 $ 275.50 $ (199.50)
22 Geotextile for Riprap,Type IA SYS $10.00 7 $ 70.00 7 $ 70.00 $ -
23 Sodding,Nursery SYS $7.50 499 $ 3,742.50 0 $ - $ (3,742.50)
24 Topsoil(Undistributed) CYS $75.00 83 $ 6,225.00 83 $ 6,225.00 $ -
25 12 in.RCP LFT $60.00 272 $ 16,320.00 269 $ 16,140.00 $ (180.00)
26 12 in HDPE LFT $58.00 31 $ 1,798.00 33 $ 1,914.00 $ 116.00
27 15 in.RCP LFT $65.00 153 $ 9,945.00 153 $ 9,945.00 $ -
28 Cap and Fill Existing Pipe LS $2,100.00 1 $ 2,100.00 1 $ 2,100.00 $ -
29 Inlet,Type'A' EA $2,000.00 2 $ 4,000.00 2 $ 4,000.00 $ -
30 Inlet,Type'T EA $2,300.00 2 $ 4,600.00 2 $ 4,600.00 $ -
31 Inlet,Type'M' EA $2,100.00 2 $ 4,200.00 2 $ 4,200.00 $ -
32 Manhole,Type MC' EA $2,600.00 3 $ 7,800.00 3 $ 7,800.00 $ -
33 Pipe End Section,15 in. EA $1,800.00 1 $ 1,800.00 1 $ 1,800.00 $ -
34 SanitaryManhole,Adjust Casting to EA $465.00 3 $ 1,395.00 3 $ 1,395.00 $ -
rade
35 Adjust to Grade,Water Valve Box EA $465.00 2 $ 930.00 2 $ 930.00 $ -
36 Remove,Replace and Relocate Hydrant EA $0.00 0 $ - 0 $ - $ -
37 Maintenance of Traffic LS $30,000.00 1 $ 30,000.00 1 $ 30,000.00 $ -
38 Sign,Sheet,Relocate EA $550.00 2 $ 1,100.00 0 $ - $ (1,100.00)
39 Sign,Sheet,Relocate and Furnish EA 1 $ 1,000.00 $
Assembly $1,000.00 0 - $ (1,000.00)
40 Transverse Marking,Thermoplastic, LFT 102 $ 1,275.00 $ 925.00
Crosswalk Line,White,24 in. $12.50 74 $ (350.00)
41 Transverse Marking,Thermoplastic, LFT 21 $ 262.50 $ 250.00
Stop Line,White,24 in. $12.50 20 $ (12.50)
42 Office Equipment EA $4,000.00 1 $ 4,000.00 0 $ - $ (4,000.00)
43 Nyloplast Drain Basin,24 in. EA $2,200.00 1 $ 2,200.00 I $ 2,200.00 $ -
44 Concrete Cap for Street Cut Repair,12 SYS 0 $ - $
in. $0.00 0 $ -
45 HMA,Base,25.0mm TON $90.00 179 $ 16,110.00 199.59 $ 17,963.10 $ 1,853.10
46 Snowplowable Raised Pavement EA 2 $ 2,000.00 $ 2,000.00
Marker,Blue $1,000.00 2 $ -
PROJECT NAME: 5th Street NE Improvements
CONTRACT CHANGE ORDER NO.: 1,FINAL
Number tem Description Unit Unit Price Original Original Amount Qantity nh Final Amount Over/Under
47 Water Main Ductile Iron,6 in. LFT $85.00 507 $ 43,095.00 502 $ 42,670.00 $ (425.00)
48 6 in.Gate Valve EA - $1,600.00 4 $ 6,400.00 6 $ 9,600.00 $ 3,200.00
49 8 in.Connection EA $2,400.00 I $ 2,400.00 1 $ 2,400.00 $ -
50 6 in.Connection EA $2,200.00 2 $ 4,400.00 2 $ 4,400.00 $ -
51 4 in.Connection EA $2,400.00 1 $ 2,400.00 1 S 2,400.00 $ -
52 Short Side Service EA $2,300.00 2 $ 4,600.00 2 $ 4,600.00 S -
53 Valve Retirement EA $535.00 4 $ 2,140.00 4 $ 2,140.00 $ -
54 Hydrant Retirement EA $535.00 1 $ 535.00 1 $ 535.00 $ -
55 8 in.Cut and Cap EA $575.00 1 $ 575.00 1 $ 575.00 $ -
56 6 in.Cut and Cap EA $530.00 2 $ 1,060.00 2 $ 1,060.00 $ -
57 4 in.Cut and Cap EA $510.00 2 $ 1,020.00 2 $ 1,020.00 $ -
58 Fire Hydrant Assembly EA $6,200.00 I $ 6,200.00 1 $ 6,200.00 $ -
59 Fire Hydrant Adjust to Grade EA $2,000.00 1 $ 2,000.00 1 $ 2,000.00 $ -
60 Subgrade Treatment,Type 113 SYS $10.00 1539 $ 15,390.00 1511.85 $ 15,118.50 $ (271.50)
61 CWU Added items and work to LS 0 $ $ 8211.21
-
accommodate field conditions $8,211.21 1 $ 8,211.21
62 Chastain Fence Replacement LS $7,172.03 0 $ - I $ 7.172.03 $ 7,172.03
TOTAL OF CHANGE ORDER ITEMS $403,390.00 $434,817.40 $31,427.40
ORIGINAL CONTRACT PRICE $403,390.00
CHANGE ORDER,#1 FINAL $31,427.40
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $434,817.40
PROJECT NAME: 5th Street NE Improvements
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
Description Reason For Change
No.
I Construction Engineering atiiu,ted to balance original quantities versus actual quantities used for original items
2 Mobilization and Demobilization adjusted to balance original quantities versus actual quantities used for original items
3 Clearing Right of Way adjusted to balance original quantities versus actual quantities used for original items
4 Common Excavation adjusted to balance original quantities versus actual quantities used for original items
5 Borrow adjusted to balance original quantities versus actual quantities used for original items
6 Storm Water Management Budget Underrun due to less implemented than initially included in itemized proposal
7 SWQCP Preparation and Implementation,Level 1 adjusted to balance original quantities versus actual quantities used for original items
8 Structural Backfill,Type I Overrun to account for some water main and not utilizing flowable backfill underrun
9 Flowable Backfill,Removable Underrun due to not having to utilize this item at all
10 Compacted Aggregate Base,No.53 Overrun due to added subgrade treatment,MOT and added sidewalk for Bleckwell
1 I Milling Asphalt,Variable Depth Underun due to elimination of partial reconstruction and utilizing total reconstruction
12 HMA Surface,9.5tmm adjusted to balance original quantities versus actual quantities used for original items
13 HMA Surface,Wedge and Level Underun due to elimination of partial reconstruction and utilizing total reconstruction
14 HMA Intermediate,19.0mm adjusted to balance original quantities versus actual quantities used for original items
15 HMA Patching,Full Depth Underun due to elimination of partial reconstruction and utilizing total reconstruction
16 Topsoil(Undistributed) adjusted to balance original quantities versus actual quantities used for original items
17 Sidewalk,Concrete,4 in. Overrun due to added sidewalk for Blackwell Park at City's direction
18 Curb Ramp,Concrete Overrun due to added sidewalk for Blackwell Park at City's direction
19 Curb and Gutter,Type B adjusted to balance original quantities versus actual quantities used for original items
20 PCCP for Approaches,6 in. Overrun due to accommodating field conditions
21 Riprap,Revetment adjusted to balance original quantities versus actual quantities used for original items
22 Geotextile for Riprap,Type IA adjusted to balance original quantities versus actual quantities used for original items
23 Sodding,Nursery Underrun due to utilizing another contract due to timing and acquiring sod
24 Topsoil(Undistributed) adjusted to balance original quantities versus actual quantities used for original items
25 12 in.RCP adjusted to balance original quantities versus actual quantities used for original items
26 12 in HDPE adjusted to balance original quantities versus actual quantities used for original items
27 15 in.RCP adjusted to balance original quantities versus actual quantities used for original items
28 Cap and Fill Existing Pipe adjusted to balance original quantities versus actual quantities used for original items
29 Inlet,Type'A' adjusted to balance original quantities versus actual quantities used for original items
30 Inlet,Type 1r adjusted to balance original quantities versus actual quantities used for original items
31 Inlet,Type ms' adjusted to balance original quantities versus actual quantities used for original items
32 Manhole,Type'C' adjusted to balance original quantities versus actual quantities used for original items
33 Pipe End Section,15 in. adjusted to balance original quantities versus actual quantities used for original items
34 Sanitary Manhole,Adjust Casting to Grade adjusted to balance original quantities versus actual quantities used for original items
35 Adjust to Grade,Water Valve Box adjusted to balance original quantities versus actual quantities used for original items
36 Remove,Replace and Relocate Hydrant adjusted to balance original quantities versus actual quantities used for original items
37 Maintenance of Traffic adjusted to balance original quantities versus actual quantities used for original items
38 Sign,Sheet,Relocate adjusted to balance original quantities versus actual quantities used for original items
39 Sign,Sheet,Relocate and Furnish Assembly adjusted to balance original quantities versus actual quantities used for original items
40 Transverse Marking,Thermoplastic,Crosswalk Line,White,24 in. adjusted to balance original quantities versus actual quantities used for original items
41 Transverse Marking,Thermoplastic,Stop Line.White.24 in. adjusted to balance original quantities versus actual quantities used for original items
42 Office Equipment Underrun due to not having to utilize this item at all
43 Nyloplast Drain Basin,24 in. adjusted to balance original quantities versus actual quantities used for original items
44 Concrete Cap for Street Cut Repair,12 in. adjusted to balance original quantities versus actual quantities used for original items
45 HMA,Base,25.0mm adjusted to balance original quantities versus actual quantities used for original items
46 Snowplowable Raised Pavement Marker,Blue adjusted to balance original quantities versus actual quantities used for original items
47 Water Main Ductile Iron,6 in. adjusted to balance original quantities versus actual quantities used for original items
48 6 in.Gate Valve Overrun due to Cannel Water Utility field changes
49 8 in.Connection adjusted to balance original quantities versus actual quantities used for original items
50 6 in.Connection adjusted to balance original quantities versus actual quantities used for original items
51 4 in.Connection adjusted to balance original quantities versus actual quantities used for original items
52 Short Side Service adjusted to balance original quantities versus actual quantities used for original items
53 Valve Retirement adjusted to balance original quantities versus actual quantities used for original items
54 Hydrant Retirement adjusted to balance original quantities versus actual quantities used for original items
55 8 in.Cut and Cap adjusted to balance original quantities versus actual quantities used for original items
PROJECT NAME: 5th Street NE Improvements
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
No Description Reason For Change
56 6 in.Cut and Cap adjusted to balance original quantities versus actual quantities used for original items
57 4 in.Cut and Cap adjusted to balance original quantities versus actual quantities used for original items
58 Fire Hydrant Assembly adjusted to balance original quantities versus actual quantities used for original items
59 Fire Hydrant Adjust to Grade adjusted to balance original quantities versus actual quantities used for original items
60 Subgrade Treatment,Type 1B adjusted to balance original quantities versus actual quantities used for original items
61 CWU Added items and work to accommodate field conditions Changes implemented at Cannel Water Utility request
62 Chastain Fence Replacement Agreement between the City and the property owner to reset fence at project cost
Milestone
FAHq
March 12, 2019
City of Carmel Contract: 18-SW-21
Attn: Lance Stahley
Re: Change Order—Jenny Chastain Property Fence Installation Extra Work
Mr. Stahley;
Milestone is submitting the attached information for payment for the work its subcontractor will be
performing. Hittle Construction Inc. will be installing permanent fencing for the property owned by Jenny
Chastain. The contract originally only included work to remove the existing fence.
Attached to this letter is the breakdown and quote information for the work that will be done by Hittle
Construction Inc.. The total cost is expected to be$7,172.03 and Milestone is requesting a change order
in this amount on the contract.
If you need further information or have any questions about the above pricing feel free to contact me.
Sincerely,
MILESTONE CONTRACTORS, L.P.
Chad Scott
General Superintendent
Milestone Contractors,L.P.
• Equal Opportunity Employer • P.O. Box 421459 Indianapolis, IN 46242-1459(317)788-6885 fax(317)788-1098
F '�', a Milestone Contractors, L.P.
Extra Work Pricinq Summary
Project No:18-SW-21
Date Requested:3/12/19 Date Submitted:3/12/19
Description of Work:
Notes: Hittle Construction Inc.will be installing new fence to match the fence that was removed under the original
contract.
Reason for Extra Work: Original Contract Only included Fence removal
Has Work Already Been Completed? No When: Week of 3/18/2019
MCLP Project No. 181026 Cost Activity Code: 99950-820
All calculations and markups represent the application of INDOT Standard Specification 109.05 Extra Work and Force Account Work
0 Quantity: LFT
Labor: Cost= $ - Markup% 20% $ - Total $ -
Equipment: Cost= $ - Markup% 12% $ - Total $ -
Materials: Cost= $ - Markup% 12% $ - Total $ -
Subcontract: Cost= $ 6,825.00 Markup% 10% $ 300.00
Markup% 7% Total $ 7,125.00
Trucking: Cost= $ - Markup% 12% $ - Total $ -
$ 6,825.00 $ 300.00 $ 7,125.00
Insurance&Bond Cost= $ 42.75 Markup% 10% $ 4.28 Total $ 47.03
Total $ 7,172.03
Unit Price
Extra Days Requested
Hittle Construction Inc.
17466 Washington Street Estimate
Westfield, IN 46074-8725
Date Estimate#
2/21/2019 5471
Name/Address
Milestone
Project
Chastain Residence
Description Qty Cost Total
Install 157'of 42"-48"cedar picket fence along side yard of 1 4,945.00 4,945.00
property. Fence will consist of 4x4 treated posts,2x4 cedar
stringers and 1x4 dog ear pickets. All posts will be set in concrete
footings with dirt cleaned up and hauled away. Panels will be
installed in galv 2x4 hangers for removable sections.All gates will
be supplied by homeowner. Trim on top of posts will match
existing fence and pineapple caps added.
Prime and paint all new fence material white. One coat of primer I 1,880.00 1,880.00
and one coat of finish paint.
Chastain Residence
511 2nd Avenue NE
Carmel,IN
Total $6,825.00
Phone# Fax#
317-896-9073 317-896-3238
CITY OF CARMEL
ENGINEERING
DEPARTMENT
Memo
To: Doug Haney, Corporation Counsel
From: Lisa Scott
CC: Jeremy Kashman
Date: 04/01/19
Re: C.O.#1-FINAL-5th Street NE Improvements Project#18-SW-21
Doug, please find attached 1 original of same change order for project #18-SW-21 5th Street NE Improvements.
Please review&initial for the next BPW Meeting.
Change Order #1 FINAL- Original Contract Amount: $403,390.00 Increase: $31,427.40 New Contract Amount:
$434,817.40
Thank you,
Lisa Scott
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