HomeMy WebLinkAboutGlobe Asphalt Paving Co/ENG/$295,277.09/22-ENG-13 Rohrer Road Path and Water Main CO#1City of Carmel Project 22-ENG-13(02)
Rohrer Road Path and Water Main
CHANGE ORDER #1, FINAL
Balancing/Reconciliation for Pay Items 1 through 68
Contract Price prior to this Change Order $946,310.92
Contract Price will be increased/decreased by this Change Order $295,277.09
New Contract Price including this Change Order $1,241,588.01
Amount Adjusted Contract
Price
Cumulative %
Change from Original
Contract
Original Contract $946,310.92 $946,310.92 N/A
CO1, Final $295,277.09 $1,241,588.01 31%
By Sergey Grechukhin at 8:28 am, Jan 30, 2025
Docusign Envelope ID: 7F10CACC-9F71-4B89-843E-C84B89C4B580
Jim Barlow, Member
Jarrod Huff, Staff Engineer
Jarrod Huff
Docusign Envelope ID: 7F10CACC-9F71-4B89-843E-C84B89C4B580
2/6/2025
NOT PRESENT
22-ENG-13 (02)Rohrer Rd - Grace Rd to 146th Street
CHANGE ORDER #1, FINAL TABLE
Item
No.Description Unit Unit Price
Original
Quantity
Original
Amount
Final
Quantity Final Amount Over/(Under)
1 Construction Engineering LS 17,140.20$ 1 $ 17,140.20 1 17,140.20$ -$
2 Mobilization and Demobilization LS 30,000.00$ 1 $ 30,000.00 1 30,000.00$ -$
3 Clearing of Right of Way LS 64,993.50$ 1 $ 64,993.50 1 64,993.50$ -$
4 Sidewalk Removal SYS 12.43$ 445 $ 5,531.35 445 5,531.35$ -$
5 Excavation, Common CYS 56.65$ 634 $ 35,916.10 634 35,916.10$ -$
6 Storm Water Quality Management Budget DOL 1.00$ 8,115 $ 8,115.00 8115 8,115.00$ -$
7 Subgrade Treatment Type II SYS 18.85$ 319 $ 6,013.15 324.23 6,111.74$ 98.59$
8 Subgrade Treatment Type III SYS 3.30$ 2,175 $ 7,177.50 2175 7,177.50$ -$
9 Structure Backfill, Type 1 CYS 30.00$ 11 $ 330.00 54.69 1,640.70$ 1,310.70$
10 Geogrid, Type IB SYS 4.95$ 1,929 $ 9,548.55 1929 9,548.55$ -$
11 Compacted Aggregate, No. 53 CYS 72.00$ 322 $ 23,184.00 322 23,184.00$ -$
12 Asphalt for Tack Coat TON 1,433.60$ 1 $ 1,433.60 0.44 630.78$ (802.82)$
13 HMA for Sidewalk TON 192.00$ 371 $ 71,232.00 428.66 82,302.72$ 11,070.72$
14 Sidewalk, Concrete SYS 102.30$ 41 $ 4,194.30 48.95 5,007.59$ 813.29$
15 Curb Ramp, Concrete SYS 275.00$ 88 $ 24,200.00 77.32 21,263.00$ (2,937.00)$
16 Detectable Warning Surfaces SYS 715.00$ 21 $ 15,015.00 17.95 12,834.25$ (2,180.75)$
17 Curb Removal LFT 22.00$ 262 $ 5,764.00 262 5,764.00$ -$
18 Concrete Curb LFT 46.20$ 19 $ 877.80 27 1,247.40$ 369.60$
19 Concrete Curb and Gutter LFT 30.80$ 60 $ 1,848.00 60 1,848.00$ -$
20 Concrete Roll Curb LFT 28.60$ 202 $ 5,777.20 202 5,777.20$ -$
21 PCCP for Approaches, 6"SYS 77.94$ 319 $ 24,862.86 324.23 25,270.49$ 407.63$
22 Revetment Riprap TON 238.33$ 18 $ 4,289.94 28.07 6,689.92$ 2,399.98$
23 Geotextile, Type 1A SYS 11.39$ 39 $ 444.21 39 444.21$ -$
24 Mobilization and Demobilization for Seeding EA 1,705.00$ 1 $ 1,705.00 0 -$ (1,705.00)$
25 Mulched Seeding U SYS 6.05$ 732 $ 4,428.60 0 -$ (4,428.60)$
26 Water kGAL 1,650.00$ 4 $ 6,600.00 0 -$ (6,600.00)$
27 Topsoil (Undistributed)CYS 46.20$ 162 $ 7,484.40 135 6,237.00$ (1,247.40)$
28 Nursery Sodding SYS 13.09$ 1,210 $ 15,838.90 2616 34,243.44$ 18,404.54$
29 Pipe End Section, Precast Concrete, Diameter 15 in.EA 1,596.00$ 4 $ 6,384.00 0 -$ (6,384.00)$
30 Pipe, CMP, Circular, Diameter 10 in.LFT 182.70$ 9 $ 1,644.30 9 1,644.30$ -$
31 Pipe, RCP, Circular, Diameter 15 in.LFT 105.60$ 56 $ 5,913.60 31.4 3,315.84$ (2,597.76)$
32 Casting, Inlet, Adjust to Grade EA 660.00$ 1 $ 660.00 2 1,320.00$ 660.00$
33 Facility Adjust to Grade or Relocate EA 1,575.00$ 2 $ 3,150.00 5 7,875.00$ 4,725.00$
34 Pipe Catch Basin, 18 in.EA 2,948.00$ 1 $ 2,948.00 1 2,948.00$ -$
35 Aggregate for Drainage Fill CYS 66.00$ 18 $ 1,188.00 33.36 2,201.76$ 1,013.76$
36 Modular Block Wall SFT 22.00$ 379 $ 8,338.00 379 8,338.00$ -$
37 Modular Block Wall Erection SFT 52.80$ 379 $ 20,011.20 379 20,011.20$ -$
38 Maintaining Traffic LS 21,626.00$ 1 $ 21,626.00 1 21,626.00$ -$
39 Sign, Sheet, Assembly Relocate EA 110.00$ 5 $ 550.00 1 110.00$ (440.00)$
40 Transverse Marking, Thermoplastic, Crosswalk Line,White, 24 IN LFT 46.97$ 391 $ 18,365.27 335 15,734.95$ (2,630.32)$
41 Reset Landscape Blocks LFT 330.00$ 48 $ 15,840.00 48 15,840.00$ -$
42 Sump Pump Outlet Concrete Encasement EA 2,200.00$ 2 $ 4,400.00 1.5 3,300.00$ (1,100.00)$
43 Subgrade Treatment (Undistributed)CYS 88.55$ 167 $ 14,787.85 470.1 41,627.36$ 26,839.51$
44 HMA Surface on Variable Concrete Cap (per Carmel Std. 10-28)LFT 40.00$ 231 $ 9,240.00 262 10,480.00$ 1,240.00$
45 HMA Surface on 12 in. Concrete Cap (per Carmel Std. 10-24)SYS 150.00$ 29 $ 4,350.00 81.04 12,156.00$ 7,806.00$
46 12" HDPE - HDD LFT 133.98$ 1,795 $ 240,494.10 1795 240,494.10$ -$
47 12" DI - Open Cut LFT 180.60$ 11 $ 1,986.60 16 2,889.60$ 903.00$
48 8" DI - Open Cut LFT 106.05$ 22 $ 2,333.10 39 4,135.95$ 1,802.85$
49 6" DI - Open Cut LFT 51.98$ 38 $ 1,975.24 8 415.84$ (1,559.40)$
50 12" Gate Valve EA 4,140.15$ 2 $ 8,280.30 4 16,560.60$ 8,280.30$
51 8" Gate Valve EA 2,274.30$ 1 $ 2,274.30 2 4,548.60$ 2,274.30$
52 6" Gate Valve EA 1,606.50$ 1 $ 1,606.50 2 3,213.00$ 1,606.50$
53 New Hydrant Assembly EA 10,706.85$ 4 $ 42,827.40 5 53,534.25$ 10,706.85$
54 Remove and Retire Hydrant Assembly EA 1,309.35$ 2 $ 2,618.70 3 3,928.05$ 1,309.35$
55 8" Connection LS 17,150.70$ 3 $ 51,452.10 3 51,452.10$ -$
56 6" Connection LS 17,033.10$ 2 $ 34,066.20 1 17,033.10$ (17,033.10)$
57 Retire Valve EA 735.00$ 1 $ 735.00 0 -$ (735.00)$
58 Pipe End Section, Diameter 8 in.EA 275.00$ 4 $ 1,100.00 4 1,100.00$ -$
59 Pipe, CMP, Circular, Diameter 8 in.LFT 165.00$ 26 $ 4,290.00 30 4,950.00$ 660.00$
60 Pipe, Slotted Drain, Diameter 8 in.LFT 385.00$ 18 $ 6,930.00 20 7,700.00$ 770.00$
61 Added Tree Removal, Carmel Forrestry LS $14,595.00 0 $ - 1 14,595.00$ 14,595.00$
62 TSW Added Re-alignment Potholing LS $9,800.00 0 $ - 1 9,800.00$ 9,800.00$
63 Haverstick Culvert Replacement LS $96,232.45 0 $ - 1 96,232.45$ 96,232.45$
64 Short Side Services EA $2,530.00 0 $ - 3 7,590.00$ 7,590.00$
65 Drainage Changes LS $49,523.26 0 $ - 1 49,523.26$ 49,523.26$
66 Punch List Added Cedar Lake Reconfiguration LS $5,905.00 0 $ - 1 5,905.00$ 5,905.00$
67 Wood Rail Added LS $7,540.00 0 $ - 1 7,540.00$ 7,540.00$
Docusign Envelope ID: 7F10CACC-9F71-4B89-843E-C84B89C4B580
22-ENG-13 (02)Rohrer Rd - Grace Rd to 146th Street
CHANGE ORDER #1, FINAL TABLE
Item
No.Description Unit Unit Price
Original
Quantity
Original
Amount
Final
Quantity Final Amount Over/(Under)
68 Updated Water Unit Cost LS $51,000.00 0 $ - 1 51,000.00$ 51,000.00$
295,277.09$
CONTRACT PRICE PRIOR TO CHANGE ORDER 946,310.92$
CHANGE ORDER #1 295,277.09$
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS 1,241,588.01$
TOTAL OF CHANGE ORDER ITEMS
Docusign Envelope ID: 7F10CACC-9F71-4B89-843E-C84B89C4B580
22-ENG-13 (02)Rohrer Rd - Grace Rd to 146th Street
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
No.Description Reason For Change
1 Construction Engineering N/A
2 Mobilization and Demobilization N/A
3 Clearing of Right of Way N/A
4 Sidewalk Removal N/A
5 Excavation, Common N/A
6 Storm Water Quality Management Budget N/A
7 Subgrade Treatment Type II N/A
8 Subgrade Treatment Type III N/A
9 Structure Backfill, Type 1 Overrun due to City added enclosed drainage request by resident to minimize swale
10 Geogrid, Type IB N/A
11 Compacted Aggregate, No. 53 N/A
12 Asphalt for Tack Coat Underrun
13 HMA for Sidewalk Depth of intermediate added to minimize grading behind the path in high points
14 Sidewalk, Concrete N/A
15 Curb Ramp, Concrete Underrun
16 Detectable Warning Surfaces Underrun
17 Curb Removal N/A
18 Concrete Curb N/A
19 Concrete Curb and Gutter N/A
20 Concrete Roll Curb N/A
21 PCCP for Approaches, 6" N/A
22 Revetment Riprap Overrun due to City added enclosed drainage request by resident to minimize swale
23 Geotextile, Type 1A N/A
24 Mobilization and Demobilization for Seeding Eliminated and changed to all sod
25 Mulched Seeding U Eliminated and changed to all sod
26 Water Eliminated due to unit cost change as requested for economy of scale and as negotiated in Item 68
27 Topsoil (Undistributed) Under planned quantity
28 Nursery Sodding Overran due to change from combination of seed and sod to all sod at City's request
29 Pipe End Section, Precast Concrete, Diameter 15 in. Eliminated due to pipe type changes
30 Pipe, CMP, Circular, Diameter 10 in. N/A
31 Pipe, RCP, Circular, Diameter 15 in. Underrun due to Pipe type change.
32 Casting, Inlet, Adjust to Grade Over due to added facilities found in the field
33 Facility Adjust to Grade or Relocate Over due to added facilities found in the field
34 Pipe Catch Basin, 18 in. N/A
35 Aggregate for Drainage Fill Over due to drainage changes mostly at 1410 Rohrer and per item 65
36 Modular Block Wall N/A
37 Modular Block Wall Erection N/A
38 Maintaining Traffic N/A
39 Sign, Sheet, Assembly Relocate N/A
40 Transverse Marking, Thermoplastic, Crosswalk Line,White, 24 INN/A
41 Reset Landscape Blocks N/A
42 Sump Pump Outlet Concrete Encasement N/A
43 Subgrade Treatment (Undistributed)
Overran due to field and poor soil conditions requiring over excavation and reconstruction of
grade with very limited soils from the project in wet and wooded drainage areas.
44 HMA Surface on Variable Concrete Cap (per Carmel Std. 10-28)N/A
45 HMA Surface on 12 in. Concrete Cap (per Carmel Std. 10-24)Added due to Carmel Water increased excavation area in roadway for water main work
46 12" HDPE - HDD N/A
47 12" DI - Open Cut Carmel Water added quanitty due to field conditions
48 8" DI - Open Cut Carmel Water added quanitty due to field conditions
49 6" DI - Open Cut Carmel Water underran due to reduced need
50 12" Gate Valve Carmel Water added two
51 8" Gate Valve Carmel Water added one
52 6" Gate Valve Carmel Water added one
53 New Hydrant Assembly Carmel Water added one
54 Remove and Retire Hydrant Assembly Carmel Water added one
55 8" Connection N/A
56 6" Connection Underrun due to carmel Water eliminating a quantity of 1
57 Retire Valve Under planned quantity
58 Pipe End Section, Diameter 8 in. N/A
59 Pipe, CMP, Circular, Diameter 8 in. N/A
Docusign Envelope ID: 7F10CACC-9F71-4B89-843E-C84B89C4B580
22-ENG-13 (02)Rohrer Rd - Grace Rd to 146th Street
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
No.Description Reason For Change
60 Pipe, Slotted Drain, Diameter 8 in. N/A
61 Added Tree Removal, Carmel Forrestry Added per request of Urban Forestry Dept.
62 TSW Added Re-alignment Potholing Carmel Water added due to field adjustment to bid alignment of main required added locating
63 Haverstick Culvert Replacement City added culvert replacement as semi-emergency to eliminate an expanding roadway sinkhole
64 Short Side Services Added by Carmel Water as no item included as unknown information at bid time
65 Drainage Changes Drainage and Structure changes per City approval for 1410 Rohrer to minimize swale depth
66 Punch List Added Cedar Lake Reconfiguration City and Street Department added curb extension at Cedar Lake SW corner Accel area
67 Wood Rail Added City added amenity due to drop off at back of path
68 Updated Water Unit Cost
RPR request for unit cost change seeking economy of scale value engineering and oveerun of
Kgal due to late summer and fall dry weather and high temperatures
Docusign Envelope ID: 7F10CACC-9F71-4B89-843E-C84B89C4B580
January 22, 2025
22-ENG-13: Rohrer Road Multi-Use Path and Water Main
RE: Emergency culvert replacement on Haverstick Road
The contract for the Rohrer Road path from Grace Drive to 146th Street was chosen to complete an
emergency replacement of an elliptical corrugated metal pipe culvert under Haverstick Road between
Brunswick Drive and Rolling Springs Drive. The existing culvert had degraded on the Eastern edge of
roadway which caused the base and pavement above it to fail and created a sinkhole within the right wheel
path of the Northbound lane. Additionally, the pipe was deformed and crushed approximately 15-feet from
the Western end section which was caused by a tree that was previously in that location. Due to these issues,
the pipe was replaced with a similar size reinforced concrete pipe and the roadway was patched along with
new curb inlets.
Jarrod Huff, Staff Engineer
City of Carmel
Department of Engineering
cc: Bradley Pease, Director of Engineering
Jarrod Huff
Docusign Envelope ID: 7F10CACC-9F71-4B89-843E-C84B89C4B580