SEMINOLE ST BOAT RAMP/NORTH MARINA DISTRICT - 16-0020-PL - ADMINISTRATIVE CHANGE ORDER #2 & FINALAdministrative Change Order 2&Final Date: December 31, 2019
PROJECT: PROJECT NUMBER: 16 -0020 -PL
Seminole St Boat Ramp/North
Marina District Improvements PO:
CONTRACTOR:
David Nelson Construction Co.
3483 Alt 19
Palm Harbor, Fl 34683
19000717
COUNCIL AWARD: January 17, 2019
DATE OF CONTRACT: January 31, 2019
CODE: ENGF180014-CONS-CNSTRC A
ENGF 180006-CONS-CNSTRC B
SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISIONS TO THE CONTRACT
decreases, increases and adds items to reflect the completed scope of the project to close the contract - see attached.
STATEMENT OF CONTRACT AMOUNT ACCEPTED BY:
ORIGINAL CONTRACT AMOUNT
Change Order 1 - City Council 8/14/2019
Admin Change Order 2&Final - City Manager
NEW CONTRACT AMOUNT
ATTEST:
Rosemarie Call,
Date: Q �' i�� =.)—
CITY OF CLEARWATER, in
PINELLAS COUNTY, FLORIDA
u3LILLA‘l
$ 2,711,948.58
$ 358,275.99 By:
$ (54,922.66) David L. Vekasi
$ 3,015,301.91
David Drell OnmCp`iist titin Co.
Date:
(Seal)
si President
y
Witnesses: (two)
f Clearwater
William B. Horne, II City Manager
APP OVED AS TO FORM:
*{
Owen Kohler,
Assistant City Attorney
aho
y
76"0 --
Tara Kivett, PE.
ject Manager
City Engineer
Page 2 of 3 Administrative Change Order 2&Final Seminole St Boat Ramp/North Marina District Improvements
Item Description
Code A:
Decreases:
6 Remove Existing 12" x 12" Curb
12 Remove Existing 6" Water Main
19 Demo Electric Vault
25 Remove 24" RCP Storm Pipe
30 Relocate Pay Station
31 Relocate Existing Camera Equipement to New
Poles
32 Relocate Rock (CD 102)
37 Silt Fencing
38 Gravel Interceptor Berm
42 Header Curb
46 Painted pavement markings, thermoplastic,
white, 24" wide
47 Painted pavement markings, thermoplastic,
white,
message - arrows
59 Accessible Parking Signage
62 Concrete Sidewalk - Type 1 Finish Type B
65 PVC Privacy Fence (White, 6' Ht.)
81 Washed, Crushed Shell - 3" Depth Min.
82 Metal Edging (Crushed Shell Areas)
85 Oolite Bouders - Small (±3'L x +2'W x +2'H)
86 Cypress Mulch - 3" Depth Min. (Does NOT include
incidental mulch for shrub beds or tree rings)
89 6" DIP Water Main
90 6" 11.25° Bend
91 6"x6" Tapping Sleeve and Valve w/ Box
93 Relocate Water Meter/Backflow Preventer in 3'x2'
Underground Concrete Vault
96 1 1/4" SDR 18 PVC Sanitary Force Main
(including all fittings and bends)
98 15" RCP Storni
104 Type F Wing Inlet (Index 212)
111 2" PVC Conduit (inc. all fittings and supports)
119 Drinking Fountain
128 Handrail at gravity wall north pkg
123 10% Contingency
Increases:
3 Remove Existing Concrete
21 Demo Light Pole (Concrete Pole)
36 Floating Turbidity Barrier
40 Earthwork, Embankment/Fill
41 Straight Curb
Page 3 of 3 Administrative Change Order 2&Final Seminole St Boat Ramp/North Marina District
Unit Quantity Unit Price
LF 12 8.00
LF 55 23.00
EA 1 1,500.00
LF 1 25.00
EA 2 1,500.00
EA 1 1,500.00
Total Cost
(96.00)
(1,265.00)
(1,500.00)
(25.00)
(3,000.00)
(1,500.00)
EA 1 40.00 (40.00)
LF 370 1.50 (555.00)
EA 1 5,000.00 (5,000.00)
LF 3.5 20.00 (70.00)
LF 3 4.00 (12.00)
EA 12 150.00 (1,800.00)
EA 5 350.00 (1,750.00)
SF 1250 4.00 (5,000.00)
LF 69 45.00 (3,105.00)
SF 186 2.60 (483.60)
LF 48 17.50 (840.00)
EA 2 115.00 (230.00)
SF 313.65143 3.50 (1,097.78)
LF 80 92.00 (7,360.00)
EA 1 420.00 (420.00)
EA 1 5,650.00 (5,650.00)
EA 3 4,000.00 (12,000.00)
LF 35 38.00 (1,330.00)
LF
EA
LF
EA
LF
LS
SY
EA
LF
CY
LF
4 75.00 (300.00)
2 5,500.00 (11,000.00)
215 15.00 (3,225.00)
1 3,500.00 (3,500.00)
17 80.00 (1,360.00)
1 246,540.78 (246,540.78)
Total (Decreases): (320,055.16000)
323.98
1
210
750
156
7.00
300.00
20.00
35.00
20.00
2,267.86
300.00
4,200.00
26,250.00
3,120.00
Improvements
Item Description Unit Quantity Unit Price Total Cost
49 Cocnrete Wheel Stop (6' Wide, Passenger Parking) EA 8 45.00 360.00
50 Cocnrete Wheel Stop (9' Wide, Boat Trailer Parking EA 35 75.00 2,625.00
51 2" SP -12.5 Bituminous Pavement (Resurface) TON 153.79 150.00 23,068.50
52 Asphalt Overbuild TN 100.51 150.00 15,076.50
53 8" Crushed Concrete Base SY 130 30.00 3,900.00
63 Concrete Sidewalk - Type 2 Finish Type A SF 43 10.00 430.00
64 Concrete Sidewalk - Type 2 Finish Type B SF 1135 5.00 5,675.00
66 Aluminum Pedestrian Handrail LF 159 93.00 14,787.00
80 Argentine Bahiagrass Sod (Paspalum Notatum'Arge: SF 1750 0.30 525.00
88 1 1/2" SDR 9 PE Water Service LF 165 15.00 2,475.00
110 1" PVC Conduit (inc. all fittings and supports) LF 770 10.00 7,700.00
121 Pavement, tactile warning tiles SF 16 35.00 560.00
124 Stabilized Subgrade (6" Crushed Concrete) SY 2239.8 14.75 33,037.05
135 Retaining/Gravity Wall LF 14.75 160.00 2,360.00
Total Increases: 148,716.91
Additions:
138 Excavation & 57 Stone Wrapped In Mirafi Beneath LS 1 20,426.00 20,426.00
Exfiltration Trench Group 1
139 Thickened -Edge To Sidewalk Adjacent to LF 457 5.50 2,513.50
Pavement
140 Hose Connection in Sidewalk Near Future Docks LS 1 2,188.88 2,188.88
141 Extend Seawall to End of Boat Ramp Both Sides LS 1 7,835.12 7,835.12
142 Remove&Replace EX10&storm pipe, remove EX09 LS 1 11,990.00 11,990.00
143 Demo Water Tower Piers LS 1 4,746.00 4,746.00
144 Remove Oak in South Parking Lot LS 1 5,038.50 5,038.50
145 Upsize Two Electrical Boxes LS 1 968.10 968.10
146 Temp. Pavement Striping LS 1 5,000.65 5,000.65
147 Build EX MHs 6, 7 & 8 to Match Grade LS 1 6,000.00 6,000.00
148 Remove&Replace 267LF Curb on S -Side Seminole LS 1 10,986.00 10,986.00
149 Remove S/W & Low Wall on S -Side Seminole LS 1 7,422.00 7,422.00
150 Mount White Vinyl Fence on Gravity wall - Overfloi LS 1 750.00 750.00
151 Irrigation in Front of KSK Marina LS 1 4,800.00 4,800.00
152 Upgrade Dumpster Gate LS 1 700.00 700.00
153 Use City Mulch Supplier LS 1 712.50 712.50
154 Seawall Cap LS 1 24,103.51 24,103.51
155 Landscape in Front of KSK Marina LS 1 1,014.40 1,014.40
156 Landscape Old Oak Island&Island Guywire Conflict LS 1 2,712.13 2,712.13
Total Additions: 119,907.29
Total Net (Decreases)/Increases/Additions Code A: (51,430.96)
Code B:
Decreases:
170 Waterfront Engineering Inc
LS 0.069834 50,000.00 (3,491.70)
Total (Decreases) Code B: (3,491.70)
Total Net (Decreases)/Increases/Additions to Contract: (54,922.66)