1919 HARDING STREET DRAINAGE IMPROVEMENTS - 19-0006-EN - PROPOSAL FOR CONSTRUCTION MANAGER AT RISK PROJECT KEYSTONE EXCAVATORS, INC.
371 Scarlet Blvd.
CUCO 56698 Oldsmar, FL 34677
FPSCV 72520700011996 Phone 813-854-2342 Fax 813-854-2993
Proposal or Construction-Manager-at-Risk Prgjec
Date January 23, 2019
TO: Phuong Vo, Engineering Specialist III
City of Clearwater—Engineering Department
100 S. Myrtle Ave., Suite 200
Clearwater, FL 33756
RE: 119 RDING STREET DRAINAGE 'MPROVEM'ENTS, (-Q!I Project#: 19-0006 P
As requested,enclosed is the proposal for construction of 1919 HardInZ Street Drainage Improvements
submitted in accordance with the issued conceptual plan with referenced requirements and attached work
items for a Guaranteed Maximum Price of $91,624.50.
Scope of Work-
Contractor will be working in the vicinity of 1919,Harding Street,west of Cincinnati Pkwy, Th main
objective of the project isto achieve a minimum of 0.5% longitudinal roadway grade to address the
existing drainage problem. Work to be accomplished per this objective is further detailed in the attached
bid proposal and shall adhere to City's latest specifications and standards, including Maintenance of
Traffic Plan.
Clarifications-
• Current bid proposal and conceptual plan show a new straight curb (intended to match what
shows in the field based on the revealed curb portion). Since unit cost of straight curb and type I
curb is the same(at$33fLF installed), new curb to be constructed will be field determined once
the type is known after asphalt is removed from the existing curb.
• Crushed concrete proposed underneath the new curb is 6"thick and extends 6" beyond back of
curb as shown in City's index 101.
• Asphalt proposed is FDOT SP 9.5.
• Asphalt work bid item includes adjusting any features exposed/buried to the new finished grade.
Cost Detail-
Description Amount
Cost of Work $ 72,430,00
Subtotal
$�72,430.00
... -—---------.........
General Conditions (or General $ 7,243.00
Conditions/'Supervision/Insurance/Bond)
Construction Management l7ee
3,622.00
Sub-Total
83,295.00
Carttis V 10 % $ 8,329.50
['quaranteed Maximum Price
— $ 91,624.50
Project Duration shall be 60 calendar days from the date of the Notice to Proceed,
Existing Contract: This proposal is submitted in conjunction with the existing Construction Manager at Risk
Services Continuing Contract entered into with the City of Clearwater on Aug�ust 4,,2016 based on RFO#24-16.
If GMP Exceeds $150,000: Per Section 111, Article 5.1 of the Conti-act Specifications, the contractor shall
provide to the public entity a certified copy of the recorded bond. Once the City receives a certified copy of the
recorded bond, a Notice to Proceed may be issued. Include the attached bond form as well as the Power of
Attorney.
For work performed, invoices shall be submitted to the City of Clearwater, Engineering Department, Atte.
Veronica Josef,, Senior Staff Assistant, P.O. Box 4748, Clearwater, Florida, 33758-4748. Contingency services
may be billed only after written authorization is provided by the City to proceed with those services.
KEYSTONE EXCAVATORS INC. CITY OF CLEARWATER, FLORIDA
A -
By
Robert (7. Fornwall William B. Horne 11
President City Manager
Date Date
KEYSTONE EXCAVATORS , INC.
CUCO license 56698 371 Scarlet Blvd., Oldsmar, FL 34677
FPSCV license 725207000196 Phone 813-854-2342
Date : January 22 , 2019
Bid to Engineering...........Department
City of Clearwater
for
1919 HARDING STREET Improvements
Improve Drainage by performing CURB, PAVING work
I T-UNIT TOTAL
Item# I Item Description Quantity PRICE PRICE
1:Crew Mobilization, Set-up, Office Overhead Costs 1 LS $ 11,250.00 $ 11,250.00
2 Field Layout by Keystone Crew, Check Existing 1 LS $ 2,848.00 $ 2,848.00
Grades, Set New Grades to achieve Storm run-off
3 Maintenance of Traffic 1 LS $ 3,150,00 $ 3,150.00
4 LICENSED SURVEYOR's As-Built Survey--- Excluded $ 3,960.00 Excluded
5 Furnish RED-LINE NOTES to City 1 LS $ 980.00 $ 980.00
6 Silt Fence, Inlet Protection, Erosion Control 1 LS $ 2,492.00 $ 2,492.00
7 DEMOLITION
8 Demolish &Haul CONCRETE CURB 300 LF $ 6.00 $ 1,800.00
9,Demolish& Haul ASPHALT PAVING 884 SY $ 5.00 $ 4,420.00
10 Demolish &Haul CONCRETE DRIVEWAYS 956 SIF $ 5.00 $ 4,780.00
11 Demolish &Haul CONCRETE SIDEWALK 0 SF $ 4.00 $ -
12 Excavate & Grade to new configuration 1 LS $ 5,340.00 $ 5,340.00
13 STORM DRAIN Pipe or Inlets ---- NONE Excluded
14 CONCRETE and PAVING items
15,STRAIGHT CURB 300 LF $ 3100 $ 9,900.00
16 VALLEY GUTTER 0 LF $ 34.00 $ -
17 CRUSHED BASE under Curb-- Included in Item#21 Quantity BELOW
18 CONCRETE DRIVEWAYS, 6" thick 956 SIF $ 10.00 $ 9,560.00
19 CONCRETE SIDEWALK, 4" thick 0 SIF $ 8.00 $ -
20 1 1/2" ASPHALT Paving 45 TONS $ 225.00 $ 10,125.00
21 8" ROAD BASE, CRUSHED CONCRETE 525 SY $ 28.00 $ 14,700.00
22 12"STABILIZED SUB-BASE-- Deleted by City 0 SY $ 9.00 $ -
23 STRIPES on Road, If needed 0 LF $ 4.00 $ -
24]RRIGATION REPAIRS at work area 300 LF $ 4.00 $ 1,200.00
25 SODDING, to Match Existing 600 SIF $ 1.25 $ 750.00
$ 83,295.00
10% Contingency $ 8,329.50
TOTAL Bid $91,624.50
Submitted by
-r-T-David Atkins, Estimator
Keystone Excavators, Inc.
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