Resolution 2020-31156 RESOLUTION NO. 2020-31156
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE CITY
MANAGER TO EXECUTE CHANGE ORDER NO. 1 TO THE CONSTRUCTION
CONTRACT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA AND TEAM
CONTRACTING INC., FOR CONSTRUCTION SERVICES FOR THE POCKET
PARK AT 20T" STREET PROJECT; WITH SUCH CHANGE ORDER NO. 1 IN
THE AMOUNT OF $62,534.95, AND GRANTING THE CONTRACTOR A TIME
EXTENSION OF NINETY(90) CALENDAR DAYS TO ACHIEVE SUBSTANTIAL
COMPLETION, FOR UNFORESEEN CONDITIONS IDENTIFIED DURING
CONSTRUCTION AND ADDITIONAL SCOPE REQUIRED BY THE BUILDING
DEPARTMENT DURING THE PERMITTING PHASE; FURTHER, PROVIDING
THAT CHANGE ORDER NO. 1 SHALL BE SUBJECT TO AND CONTINGENT
UPON AN APPROPRIATION OF FUNDS AS PART OF A CAPITAL BUDGET
AMENDMENT.
WHEREAS on April 26, 2017, the Mayor and City Commission adopted Resolution No.
2017-29814, accepting the recommendation of the Finance and Citywide Projects Committee to
add the creation of a pocket park on 20th Street and Sunset Drive (the "Pocket Park Project") to
the Fiscal Year 2018 Capital Budget, subject to funding availability; and
WHEREAS, on February 14, 2018, the City Commission adopted the Third Amendment
to Capital Budget for Fiscal Year 2017/18, allocating funding for the Pocket Park Project; and
WHEREAS, the new Pocket Park provides a playground of approximately 4,000 square
feet, with equipment for children in the 2-5 age range and the 5-12 age range, with colorful play
surfaces with mounds, as well as a masonry wall along the north east property line to enclose the
site that would provide separation from the adjacent residential property; the playground is shaded
through the installation of three shade sails and two smaller canopies at the picnic areas and
numerous shade trees; and
WHEREAS, on May 8, 2019, City Commission accepted the recommendation of the City
Manager and approved and authorized the City Manager to execute a work order with Team
Contracting Inc., in the not to exceed amount of$629,330, for the construction of the Pocket Park
Project, utilizing the competitively bid Sourcewell cooperative contract (formerly known as
National Joint Powers Alliance (NJPA), plus an Owner's Contingency in the amount of$62,933,
for a total of $692,263, subject to and contingent upon an appropriation of funds, as part of a
Capital Budget amendment for Fiscal Year 2018/19; and
WHEREAS, bids were received from Team Contracting, Inc. prior to the completion of the
permit phase. During the permitting phase, changes were made to the design of the electrical
system, the landscaping design, and the drainage system; and
WHEREAS,the design of the drainage system was revised, incorporating comments from
the Building Department, to include swales with retention areas, in accordance with the City's
resiliency initiatives; further, the site was to be graded to create a drainage system with the
playground at the highpoint in the park and with berms around the entire park, creating low lying
areas for retention. This resulted in changes in the amount of grading and soil required for the
Pocket Park Project, and an increase in the height of the fence and gates;and
WHEREAS, at the request of the community, bicycle racks were added, and bollards were
added along the edge of the site closest to the intersection of the North Bay Road and 20th Street,
for safety; and
` WHEREAS, upon the start of construction, muck was discovered within the area for the
foundations for the walls, columns and play equipment, and additional engineering services were
required to address the soil condition; resultant solutions included removing portions of the
questionable soil from the site and importing appropriate fill material;further,the high groundwater
level encountered as a result of unexpectedly high king tides warranted the redesign of all
footings; and
WHEREAS, Team Contracting, Inc. worked with the design consultant Miller Legg to
minimize the project delays; and
WHEREAS, Team Contracting, Inc., was requested to submit a proposal (Exhibit A) to
provide additional construction services associated with the additional work scope; the proposal
submitted is in the amount of $62,534.95, City staff and Miller Legg reviewed the proposal for
scope and price, and have found the scope of work to be consistent with the unforeseen
conditions encountered, found it to be fair and reasonable; accordingly, the Administration
recommends acceptance of the proposal; and
WHEREAS, Contractor shall be granted a time extension of ninety calendar days for the
additional scope of work; and
WHEREAS, with approval of this Change Order No. 1, the total contract amount will be
increased to $754,797.95.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA authorize the City Manager to
negotiate and execute Change Order No. 1 to the construction contract between the City of Miami
Beach, Florida and Team Contracting Inc., for construction services for the Pocket Park at 20th
Street Project; with such Change Order No. 1 in the amount of $62,534.95, and granting the
Contractor a time extension of ninety (90) calendar days to achieve substantial completion, for
unforeseen conditions identified during construction and additional scope required by the Building
Department during the permitting phase; further, providing that Change Order No. 1 shall be
subject to and contingent upon an appropriation of funds as part of a Capital Budget amendment.
PASSED and ADOPTED this "a' day of Fe6rkar-/ , 2020.
Op
AN GEL:ER, MAYOR ,.
ATTEST:
0
2h v/i,ow
RAFAE E. G NADO, CITY CLERK APPROVED AS TO
FORM&LANGUAGE
&FOR EXECUTION
114CORP RATEO,
City Attorney Date
/ i f 2�,
Resolutions -C7 D
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Jimmy L. Morales, City Manager
DATE: February 12, 2020
SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA,APPROVING AND AUTHORIZING THE CITY
MANAGER TO AND EXECUTE CHANGE ORDER NO. 1 TO THE
CONSTRUCTION CONTRACT BETWEEN THE CITY OF MIAMI BEACH,
FLORIDA AND TEAM CONTRACTING INC., FOR CONSTRUCTION
SERVICES AT THE NEW, POCKET PARK AT 20TH STREET, CHANGE
ORDER INCLUDES ADDITIONAL SCOPE REQUIRED BY BUILDING
DEPARTMENT DURING THE PERMITTING PHASE, AND UNFORESEEN
CONDITIONS IDENTIFIED DURING CONSTRUCTION; IN THE AMOUNT
OF $62,534.95; AND 2) PROVIDING THE CONTRACTOR A TIME
EXTENSION OF NINETY CALENDAR DAYS TO ACCOMMODATE THE
CHANGE IN SCOPE, SUBJECT TO APPROVAL OF A CAPITAL BUDGET
AMENDMENT.
RECOMMENDATION
The Administration recommends adopting the Resolution.
ANALYSIS
On April 26, 2017, the City Commission adopted Resolution 2017-29814 accepting the
recommendation of the Finance and Citywide Projects Committee to add the creation of a
pocket park on 20th Street and Sunset Drive (the "Pocket Park") to the FY 2018 Capital
Budget, subject to funding. On February 14, 2018, the City Commission adopted the Third
Amendment to Capital Budget for FY 2017/18, allocating funding for the project.
The new Pocket Park provides a playground of approximately 4,000 square feet, with
equipment for children in the 2-5 age range and the 5-12 age range, with colorful play surfaces
with mounds, as well as a masonry wall along the north east property line to enclose the site,
providing separation from the adjacent residential property. The playground is shaded through
the installation of three shade sails and two smaller canopies at the picnic areas and numerous
shade trees.
On May 8, 2019, City Commission accepted the recommendation of the City Manager and
approved and authorized the City Manager to execute a work order with Team Contracting Inc.,
in the not to exceed amount of $629,330, for the construction of a new Pocket Park at 20th
Page 247 of 1185
Street and Sunset Drive, utilizing the competitively bid Sourcewell cooperative contract
(formerly known as National Joint Powers Alliance (NJ PA), plus an Owner's Contingency in the
amount of $62,933, for a total of $692,263, subject to and contingent upon an appropriation of
funds, as part of a Capital Budget amendment for FY 2018/19.
Bids were received from Team Contracting prior to the completion of the building permit phase.
During the permitting phase, changes were made to the design of the electrical system, the
landscaping design, and the drainage system. The design of the drainage system was revised,
incorporating comments from the building department, to include swales with retention areas, in
accordance with the city's resiliency initiatives. The site was to be graded to create a drainage
system with the playground at the highpoint in the park and with berms around the entire park,
creating low lying areas for retention. This resulted in changes in the amount of grading and soil
required for the project, and an increase in the height of the fence and gates.
At the request of the community bicycle racks were added, and bollards were added along the
edge of the site closest to the intersection of the North Bay Road and 20th Street, for safety.
Upon the start of construction, muck was discovered within the area for the foundations for the
walls, columns and play equipment. Additional engineering services were required to address
the soil condition. Resultant solutions included removing portions of the questionable soil from
the site and importing appropriate fill material. The high groundwater level encountered as a
result of unexpectedly high king tides warranted the redesign all footings.
Team Contracting worked with the design consultant Miller Legg to minimize the project delays,
while addressing these issues. The construction of the park is completed.
Team Contracting, Inc. was requested to submit a proposal (Exhibit A) to provide additional
construction services associated with the additional work scope;the proposal submitted is in the
amount of $62,534.95. City staff and Miller Legg reviewed the proposal for scope and price,
found the scope of work consistent with the unforeseen conditions encountered, found it to be
fair and reasonable, and recommends acceptance of the proposal.
Contractor shall be granted a time extension of ninety calendar days for the additional scope of
work. Total contract to date is $754,797.95.
Account(s) Amount(s) Subject to approval of Capital Budget
Amendment
CONCLUSION
The Administration recommends that the City Commission approve the resolution, subject to
the budget amendment.
Applicable Area
Middle Beach
Is this a"Residents Right Does this item utilize G,O.
to Know" item, pursuant to Bond Funds?
City Code Section 2-14?
Yes No
Strategic Con ection
Page 248 of 1185
Neighborhoods - Evolve parks and green spaces to meet the changing needs of the community.
Legislative Tracking
Capital Improvement Projects
ATTACHMENTS:
Description
❑ Exhibit A
❑ Resolution
Page 249 of 1185
Exhibit A
,Contractor Price Proposal Summaries - Category
Date: 1/27/2020
Work Order#: 067120.02
Title: Pocket Park at 20th Street Supplemental No.2
Contractor: EZIQC-Team Contracting. Inc.
Contractor Number: FLO4UG3-051716-TCI
Job Order Value: $62,534.95
Proposal Name: Pocket Park at 20th Street Supplemental No.2
Proposal Value: $62,534.95
To: Project Manager From: Contractor Project Manager
.Category _ _ LineTotal
BOLLARD $2,502.53
CONCRETE $2,981.21
ELECTRICAL $7,033.13
GENERAL REQUIREMENTS $5,788.31
GRADING $23,053.21
LANDSCAPING $10,127.49
PLUMBING $3,765.56
STEEL FENCE $7,283.50
Grand Total: $62,534.95
This work order proposal total represents the correct total for the proposal.Any discrepancy between line totals,sub-totals
and the proposal total is due to rounding of the line totals and sub-totals.
The Percent of NPP on this Proposal: 0.00
Contractor Price Proposal Summaries-Category 1 of 1
This report was not generated or reviewed by your Account Manager of The Gordian Group
Page 250 of 1185
;Contractor Price Proposal Details - Category
Date: 1/27/2020
Work Order#: 067120.02
Title: Pocket Park at 20th Street Supplemental No.2
Contractor: EZIQC-Team Contracting. inc.
Contractor Number: FLO4UG3-051716-TCI
Job Order Value: $62,534.95
Proposal Name: Pocket Park at 20th Street Supplemental No.2
Proposal Value: $62,534.95
CSI Number Mod. UOM Description• LineTotal,
BOLLARD
1 32 31 13 13-0011 VLF 18"Diameter Hole,Auger By Machine Fence Post Hole In Soil $234 15
Qty Unit Price Factor Total
Installation 18 X 59.42 X 1.3809 5234.15
2 32 31 13 13-0028 VLF Concrete Fill, 18"Diameter Hole $433.00
Qty Unit Price Factor Total
Installation 18 X 517.42 X 1.3809 S433.00
3 32 31 13 13-0036 VLF Grout Fill,4°Diameter Hole 5235.14
Qty Unit Price Factor Total
Installation 36 X 54.73 X 1.3809 $235.14
4 32 39 13 00-0003 LF 4"Steel Pipe Bollard,Schedule 40,Painted Or Powder Coated $1,282.08
Qty Unit Price Factor Total
Installation 36 X 525.79 X 1.3809 51,282.08
5 32 39 13 00-0003 0224 MOD For Galvanized Steel,Add $146.65
Qty Unit Price Factor Total
Installation 36 X S2.95 X 1 3809 S146.65
6 32 39 13 00-0003 0232 MOD For Schedule 80,Add $171,51
Qty Unit Price Factor Total
Installation 36 X $3.45 X 1.3809 $171.51
Subtotal for BOLLARD: $2,502.53
CONCRETE
7 01 74 19 00-0035 CYM Hauling On Paved Roads,First 15 Miles S97.71
Qty Unit Price Factor Total
Installation 122 X S0.58 X 1 3809 $97.71
Contractor Notes: 8.15 LIMEROCK CYX 15MILES
8 01 74 19 00-0036 CYM Hauling On Paved Roads,Miles Over Initial 15 Mites 565.70
Oty Unit Price Factor Total
Installation 122 X S0.39 X 1.3809 565.70
Contractor Notes: 8.15 LltvfEROCK CYX 15M1LES
Contractor Price Proprosal Details.Category 1 of 10
This report was not generated or reviewed by your Account Manager of The Gordian Group
Page 251 of 1185
CSI Number Mod UOM Description LineTotal.
CONCRETE
9 03 11 13 00-0009 LF Up To 6"High Slab Edge and Block-Out Wood Formwork $91.27
Qty Unit Price Factor Total
Installation 26.65 X $2.48 X 1.3809 $91.27
Contractor Notes' PERVIOUS SLABS
10 03 11 13 00-0009 0003 MOD For Curved Formwork,Add $30.54
Qty Unit Price Factor Total
Installation 26.65 X S0.83 X 1 3809 S30.54
11 03 11 13 00-0009 0004 MOD For<250,Add $16.19
Qty Unit Price ' Factor Total
Installation 26.65 X S0.44 X 1.3809 $16.19
12 03 21 11 00-0090 LF #5,Grade 60,Footings.Steel Reinforcement Bar 588.48
Qty Unit Price Factor Total
Installation 59.88 X 51.07 X 1 3809 $88.48
Contractor Notes. ROUND SLABS REINFORCEMENT
13 03 31 13 00-0005 SF 6'3,000 PSI Slab On Grade Concrete Slabs Assembly S969.39
Qty Unit Price Factor Total
Installation 130 X $5.40 X 1.3809 $969.39
Contractor Notes: DRIVEWAY EXTENSION+BIKE RACK EXTENSION+BOLTS
COVER-BENCH PARTS+WATER FOUNTAIN SLAB EXTRA
14 03 31 1300-0005 0164 MOD For Up To 500,Add $294.41
Qty Unit Price Factor Total
Installation 130 X $1.64 X 1.3809 $294.41
15 32 11 16 16-0007 SY 6"Crushed Aggregate Base Course $386.27
Qty Unit Price Factor Total
Installation 27 X 510.36 X 1.3809 $386.27
Contractor Notes: DRIVEWAY EXTENSION+BIKE RACK EXTENSION+BOLTS
COVER+PERVIOUS CONCRETE+BENCH PARTS+WATER
FOUNTAIN SLAB EXTRA
16 32 11 16 16-0007 0010 MOD For Limestone,Deduct (537.66)
Qty Unit Price Factor Total
Installation 27 X (51.01) X 1.3809 ($37.66)
17 32 13 43 00-0002 SF 6-Thick Pervious Concrete Pavinglncludes filter fabric,concrete, S978.91
curing.finish.and control joints Excludes excavation,base,forms
and expansion joints along existing.
Qty Unit Price Factor Total
Installation 106.6 X $6.65 X 1.3809 S978.91
Subtotal for CONCRETE: $2,981.21
ELECTRICAL -
18 26 05 19 16-0087 MLF #12 AWG Cable-Type USE,600 Volt Single Stranded Copper, $165.69
Underground Feeder And Branch Circuits
Qty Unit Price Factor Total
Installation 0.25 X $479.96 X 1.3809 $165.69
19 26 05 19 16-0089 MLF #8 AWG Cable-Type USE,600 Volt Single Stranded Copper, S132.44
Underground Feeder And Branch Circuits
Qty Unit Price Factor Total
Installation 0.12 X $799.25 X 1.3809 $132 44
Contractor Price Proprosal Details-Category 2 of 10
This report was not generated of reviewed by your Account Manager of The Gordian Group
Page 252 of 1185
CSI Number . Mod UOM Description LineTotal'
ELECTRICAL
20 26 05 19 16-0280 MLF #10 AWG Cable-Type THHN-THWN 600 Volt Copper,Single (565.81)
Stranded,Placed In Conduit
Qty Unit Price Factor Total
Installation -0.1 X $476.57 X 1.3809 (565.81)
21 26 05 29 00-0018 LF >2'Length x 1-5/8"Wide x 13/16"High, 14 Gauge,304 Stainless (51,932.16)
Steel Unistrut Channel
Qty Unit Price Factor Total
installation -60 X 523.32 X 1.3809 (51,932.16)
22 26 05 29 00-0036 LF >2'Length x 1-5/8"Wide x 1-518"High, 12 Gauge,304 Stainless 51,704.31
Steel Unistrut Channel
• Qty Unit Price Factor Total
Installation 60 X $20.57 X 1.3809 51,704.31
23 26 05 29 00-0111 EA 2"Diameter,316 Stainless Steel,Standard Pipe And Rigid Conduit 5132-84
Clamp For Unistrut Channel
Qty Unit Price Factor Total
Installation 10 X $9.62 X 1.3809 5132.84
24 26 05 33 13-0028 CLF 3/4"Rigid Galvanized Steel(RGS)With 3#12 THHN/THWN Wire 5257.52
Assemblylncludes conduit,terminations,straps,wire as indicated.
Not for use where detail is available.
Qty Unit Price Factor Total
Installation 0.4 X 5466.21 X 1.3809 S257.52
25 26 05 33 13-0685 LF 3/4"Intermediate Metal Conduit(IMC)Conduit 5192.77
Qty Unit Price Factor Total
Installation 40 X $3.49 X 1.3809 5192.77
26 26 05 33 13-1531 EA 2'Polyvinyl Chloride(PVC)Conduit End Cap $66.01
Qty Unit Price Factor Total
Installation 4 X S11.95 X 1.3809 566.01
27 26 05 33 13-1749 LF 1/2"Schedule 40 Polyvinyl Chloride(PVC)Conduit With Glued $19.75
Couplings,Direct Burial
Qty Unit Price Factor Total
Installation 10 X $1.43 X 1.3809 $19.75
28 26 05 33 13-1749 0154 MOD For Schedule B0,Add 52.62
Qty Unit Price Factor Total
Installation 10 X 50.19 X 1.3809 52.62
29 26 05 33 13-1750 LF 3/4"Schedule 40 Polyvinyl Chloride(PVC)Conduit With Glued S43.91
Couplings,Direct Burial
Qty Unit Price Factor Total
Installation 20 X $1.59 X 1.3809 S43.91
30 26 05 33 13-1754 LF 2"Schedule 40 Polyvinyl Chloride(PVC)Conduit With Glued S958.90
Couplings,Direct Burial
Qty Unit Price Factor Total
Installation 280 X S2.48 X 1.3809 5958.90
31 26 09 23 00-0431 EA 2-Pole,20 Amp,120/277 Volt AC,Occupancy Sensor Power Pack ($124.57)
With Relay Circuit Protection(Sensor Switch PP20 2P)
Qty Unit Price Factor Total
Installation -1 X $90.21 X 1.3809 (5124.57)
32 26 24 16 00-0172 EA 100 Amp Rating,12 Circuit Capacity,Main Lugs,NEMA 1,240 Volt ($812.18)
AC,48 Volt DC,3 Wire, 1 Phase Unassembled Panelboard
Contractor Price Proprosal Details-Category 3 of 10
This report was not generated or reviewed by your Account Manager of the Gordian Group
Page 253 of 1185
CSI Number Mod UOM Description LineTotal
ELECTRICAL
Qty Unit Price Factor Total
Installation -1 X $588.15 X 1.3809 ($812.18)
Contractor Notes 100A METER CAN
33 26 24 1600-0205 EA 100 Amp Rating, 12 Circuit Capacity,Main Breaker,NEMA 3R,5, 52,139.94
Or 12,240 Volt AC,48 Volt DC.3 Wire,1 Phase Unassembled
Panelboard
Qty Unit Price Factor Total
Installation 1 X $1,549.67 X 1.3809 52,139.94
Contractor Notes. 100A METER CAN LOCKABLE SAFETY SWITCH
34 26 24 16 00-0205 0046 MOD For Hinged Door-In-Door With Yale 5116 With Rosette,Add 5452.94
Qty Unit Price Factor Total
Installation 1 X 5328.00 X 1.3809 $452.94
35 26 27 26 00-0092 EA 20 Amp,2 Pole,3 Wire,125 Volt,Watertight Pin And Sleeve $576.91
Receptacle(Hubbell 320R4W)
Qty Unit Price Factor Total
Installation 3 X $139.26 X 1.3809 $576.91
Contractor Notes: WATER FOUNTAIN+POWER DIST.+IRRIGATION PUMP AREA
36 26 28 16 00-0362 EA 30 Amp,240 Volt Class,3 Phase,4 Wire,4 Blades.Heavy Duty .52.025.95
Stainless Steel Non-Fusible,NEMA 4,-4X Or 5 Enclosure,Neutral
Kit,Safety Switch
Qty Unit Price Factor Total
Installation 1 X $1,467.12 X. 1.3809 52,025.95
37 31 23 16 13-0005 CY Over 12"Wide,Excavation for Trenching by Machine In Loose 5278.39
Rock
Qty Unit Price Factor Total
Installation 32 X 56.30 X 1.3809 5278.39
38 31 23 16 13-0005 0055 MOD For>20 To 50,Add S139.19
Qty Unit Price Factor Total
Installation 32 X 53.15 X 1.3809 S139.19
39 31 23 16 13-0007 CY Excavation For Trenching By Hand In Soillncludes stockpiling ($823.15)
excess materials and trimming sides and bottom of trench.
Qty Unit Price Factor Total
Installation -15 X 539.74 X 1.3809 ($823.15)
40 31 23 16 13-0011 CY Backfilling or Placing Subbase for Trenches with Imported or $487.84
Stockpiled Materials by Hand
Qty Unit Price Factor Total
Installation 32 X $11.04 X 1.3809 S487.84
41 31 23 16 13-0013 CY Compaction of Fill or Subbase for Trenches by Vibratory Plate,Air 5104.29
Tamper.Etcetera
Qty Unit Price Factor Total
Installation 32 X 52.36 X 1.3809 $104.29
42 31 23 16.13-0013 0065 MOD For>20 To 50,Add 552.14
Qty Unit Price Factor Total
Installation 32 X 51.18 X 1.3809 552.14
43 32 31 13 13-0010 VLF 12"Diameter Hole,Auger By.Machine Fence Post Hole In Soil (5136.54)
Qty Unit Price Factor Total
Installation -12 X 58.24 X 1.3809 (S136.54)
Contractor Price Proprosal Details-Category 4 of 10
This report was not generated or reviewed by your Account Manager of The Gordan Group
Page 254 of 1185
•
CSI Number Mod UOM Description' Linetotal'
ELECTRICAL
44 32 31 13 13-0027 VLF Concrete Fill, 12'Diameter Holo $101.99
Qty Unit Price Factor Total
Installation 6 X $12.31 X 1.3809 S101.99
45 32 31 13 13-0031 VLF Concrete Fill,36'Diameter Hole ($531.59)
Qty Unit Price Factor Total
Installation -12 X, $32.08 X 1,3809 (S531 59)
46 33:27 00 00-0009 VLF 12"(31 cm)Diameter Hole,Augering In Soil $34.22
Qty Unit Price Factor Total
Installation 6 X S4.13 X 1.3809 $34.22
47 33 71 19 00-0010 EA 18"x 28"x 34",Electric Pull Boxes,Precast Concrete 91,388.58
Qty Unit Price Factor Total
Installation 1 X $1,005.56 X 1.3809 $1,388.58
Subtotal for ELECTRICAL: $7,033.13
GENERAL REQUIREMENTS
48 01 22 16 00-0002 EA Reimbursable FeesReimbursable Fees wilt be paid to the $1,345.30
contractor for eligible costs. The base cost of the Reimbursable
Fee is 51.00.Insert the appropriate quantity to adjust the base cost
to the actual Reimbursable Fee(e.g.quantity of 125=$125.00
Reimbursable Fee).If there are multiple Reimbursable Fees,list
each one separately and add a comment in the"note"block to
identify the Reimbursable Fee(e.g.sidewalk closure,road cut,
various permits,extended warrantee,expedited shipping costs,
etc.).A copy of each receipt shall be submitted with the Price
Proposal.
Qty Unit Price 'Factor Total
Installation 1223 X $1.00 X 1.1 $1,345.30
Contractor Notes: Payment and Performance Bond
49 01'22 20 00-0015 HR LaborerFor tasks not included in the Construction Task Catalog® $650.98
and as'directed by owner only.
Qty• Unit Price Factor Total
Installation 18 X $26.19 X 1.3809 $650.98
Contractor Notes: EQUIPMENT DELIVERY 3 WORKER 6 HOURS
50 01 22 20 00-0020 HR Painter,Structural SteelFor tasks not included in the Construction $245 52
Task Catalog®and as directed by owner only.
Qty . Unit Price Factor Total
Installation 4 X $44.45 X 1.3809 $245.52
Contractor Notes: PAINT ELECTRICAL AND PLUMBING PIPES IN BLACK 1
WORKER 4 HOURS LABOR
51 01 22 23 00-1200 DAY 1/2 To 3/4 Ton.4 x 2 Light Duty Conventional Pickup Truck With 51,962.48
Full-Time Truck Driver
Qty Unit Price Factor Total
Installation 2 X $710.58 X 1.3809 $1,962.48
Contractor Notes: CORN STALKS 4-EQUIPMENT DELIVERY
52 06 11 16 00-0147 LF 2"x 4"Pressure Treated Wood Blocking To Concrete $1,496.34
Qty Unit Price Factor Total
Installation 360 X $3.01 X 1.3809 $1,496 34
Contractor Notes: NAILED TO BE INSTALLED FOR TEAK FENCE
Contractor Price Proprosal Details-Category 5 of 10
This report was not generated or reviewed by your Account f anager of The Gordan Group
Page 255 of 1185
f /
✓ '
. . ✓
•
CSI Number • Mod UOM Description . LineTotal,
GENERAL REQUIREMENTS
53 09 91 13 00-0326 SF Paint Metal Beams And Bar Joists,2 Coats Paint,Sprayed 558.00
Qty Unit Price Factor Total
Installation 50 X $0.84 X 1.3809 558.00
Contractor Notes: PAINT ELECTRICAL AND PLUMBING PIPES IN BLACK
MATERIALS
54 09 91 13 00-0326 0241 MOD For Up To 100,Add $29.69
Qty Unit Price Factor Total
Installation 50 X $0.43 X 1.3809 529.69
Subtotal for GENERAL REQUIREMENTS: $5,788.31
GRADING
55 01 71 23 16-0006 HR 3 Person Survey Crew(Unit Of Measure Is Per Crew Hour $13,537 52
Worked)Inctudes surveyor,rodman,chainman,equipment and
instruments.
Qty Unit Price Factor Total
Installation 60 X $163.39 X 1.3809 $13,537.52
56 01 74 19 00.0035 CYM Hauling On Paved Roads,First 15 Miles 31,027.18
Qty Unit Price Factor Total
Installation 1282.5 X S0.58 X 1.3809 $1,027.18
57 01 74 19 00-0036 CYM Hauling On Paved Roads,Miles Over Initial 15 Miles $690.69
Qty Unit Price Factor Total
Installation 1282.5 X $0.39 X 1.3809 5690.69
58 31 23 16 36-0026 SY Finish Grading For Building Foundations And Other Structures by 52,286 77
Hand
Qty Unit Price Factor Total
Installation 450 X $3.68 X 1.3809 S2,286.77
59 31 2316 36-0028 CY Load Excess Material For Removal From Excavation For Building 5356.56
Foundations and Other Structures by Machine
Qty Unit Price Factor Total
Installation 85.5 X $3.02 X 1.3809 5356.56
60 31 23 16 36-0028 0025 MOD For>50 To 250,Add 5142.86
Qty Unit Price Factor Total
Installation 85.5 X $1 21 X 1.3809 $142.86
61 31 24 13 00-0004 CY Cut,Shape,and Rough Grading for Roadways,Parking Areas, $366.01
Landscaping and Embankments by Machine in Soil
Qty Unit Price Factor Total
Installation 85.5 X 53.10 X 1.3809 S366.01
62 31 24 1300-0004 0037 MOD For>50 To 250,Add 5146.40
Qty Unit Price Factor Total
Installation 85.5 X 51 24 X 1.3809 S146.40
63 32 91 19 13-0017 CY Furnish And Place Imported Screened Topsoil,Over 12"Deep 54,499.22
Qty Unit Price Factor Total
Installation 95.66 X 534.06 X 1.3809 $4,499.22
Subtotal for GRADING: $23,053.21
LANDSCAPING
Contractor Price Proprosat Details-Category 6 of 10
This report was not generated or reviewed by your Account Manager of Tire Go,dran Group
Page 256 of 1185
•
CSI Number Mod UOM Description •
LineTotal
LANDSCAPING
64 01 22 20 00-0015 HR LaborerFor tasks not included in the Construction Task Catalog& $867.98
and as directed by owner only.
Qty Unit Price Factor Total
Installation 24 X 526.19 X 1.3809 5867.98
Contractor Notes: GRADING NEIGHBOR'S YARD 3 WORKERS X BHRS
65 01 22 20 00-0015 HR LaborerFor tasks not included in the Construction Task Catalog® 5289.33
arid as directed by owner only.
Qty Unit Price Factor Total
Installation B X 526.19 X 1.3809 $289.33
66 01 22 23 00-0255 DAY 1,500 LB Capacity,60'Wide,Skid-Steer Loader(Bobcat)With Full- . $837.72
Time Operator
Qty Unit Price Factor Total
Installation 1 X $606.65 X 1.3809 $837.72
Contractor Notes: REMOVE PREVIOUS SOD BY NORTH BAY RD
67 01 22 23 00-0781 DAY 61"To 72"Walk Behind Deck Mower $311.01
Qty Unit Price Factor Total
Installation 2 X 5112.61 X 1.3809 $311.01
Contractor Notes: SOD MAINTENANCE
68 01 71 13 00-0002 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using 5297.45
A Rollback Flatbed Trucktncludes delivery of equipment,off loading
on site,rigging,dismantling,loading and transporting away.For
equipment such as trenchers,skid-steer loaders(bobcats),
industrial warehouse forklifts,sweepers,scissor platform lifts,
telescoping and articulating boom manlifts with up to 40'boom
lengths,etc.
Qty Unit Price Factor Total
Installation 1 X 5215.40 X 1.3809 $297.45
Contractor Notes: REMOVE PREVIOUS SOD BY NORTH BAY RD
69 01,74 1900-0035 CYM Hauling On Paved Roads,First 15 Miles $374.03
Qty Unit Price Factor Total
Installation 467 X 50.58 X 1 3809 5374.03
70 01 74 19 00-0036 CYM Hauling On Paved Roads,Miles Over Initial 15 Miles $251.50
Qty Unit Price Factor Total
Installation 467 X $0.39 X 1.3809 $251.50
71 32 91 19 13-0012 SY Furnish And Place Imported Screened Topsoil,2'Deep $873.83
Qty Unit Price Factor Total
Installation 280 X 52.26 X 1.3809 $873.83
Contractor Notes: 1320 sq ft by north bay rd+1200 sq ft by neighbor's
72 32 92 23 00-0039 MSF >1,000 To 4,000 SF,SL Augustine Sod.Installed On Level Ground . $1,823.83
Qty Unit Price Factor Total
Installation 2.52 X $524.11 X 1.3809 51,823.83
73 32 93 43 00-0528 EA 7 Gallon Podocarpus gracitior-Weeping $1,059.81
Qty Unit Price Factor Total
Installation 14 X $54.82 X 1.3809 $1,059.81
Contractor Notes: CLUSIA-TO BE PLANTED IN ELECTRICAL AREA
Contractor Price Proprosal Details-Category 7 of 10
This report was not generated or reviewed by your Account Manager of The Gordian Group
Page 257 of 1185
• CSI Number, Mod UOf.1 ,Description LineTotal,
LANDSCAPING
74 32 93 43 03-0900 EA 15'To 16 Cocos nucifora-Coconut Palm S605.68
Qty Unit Price Factor Total
Installation 1 X $438.61 X 1.3809 5605.68
Contractor Notes COCO PALM 70 RE REPLACED
75 32 93 53 00-0024 EA 16'Balled And Burlapped Tree Planting S297.36
Qty Unit Price Factor Total
Installation 1 X $215.34 X 1.3809 S297.36
Contractor Notes: COCO PALM TO BE REPLACED
76 32 93 53 00-0039 EA 7 Gallon Container Shrub Planting 5311.12
Qty Unit Price Factor Total
installation 10 X $22.53 X 1.3809 5311.12
Contractor Notes: TO BE PLANTED IN ELECTRICAL AREA
77 32 96 43 00-0004 EA >30"To 36"Root Ball,Move Trees On Site S1,926.85
Qty Unit Price Factor Total
Installation 6 X 5232.56 X 1.3809 S1,926.85
Subtotal for LANDSCAPING: $10,127.49
PLUMBING
78 01 22 20 00-0024 HR PlumberFor tasks not included in the Construction Task Catelogel S504.08
and as directed try owner only.
Qty Unit Price Factor Total
Installation 8 X 545.63 X 1.3809 5504.08
Contractor Notes: INSTALLATION AND REMOVAL OF TEMPORARY HOSE VALVE
79 22 11 16 00-0825 . LF 314"Inside Diameter Copper Pipe/Tubing Type L Assemblyincludes $1,010.82
all hangers and couplings,elbow,tee,reducer fittings.Al!hangers
are complete assemblies.Not for use where detail Is available.
Qty Unit Price Factor Total
Installation 60 X $12.20 X 1.3809 $1,010.82
Contractor Notes: INCLUDES CONNECTIONS
80 22 11 16 00-0825 0114 MOD For Type K Tubing Instead Of Type L,Add $84.51
Qty Unit Price Factor Total
Installation 60 X 51.02 X 1.3809 $84.51
81 22 11 16 03-0829 LF 2"Inside Diameter Copper Pipe/Tubing Type L Assemblylncludes 5773.86
all hangers and couplings,elbow,tee,reducer fittings.All hangers
are complete assemblies Not for use where detail is available.
Qty Unit Price Factor Total
Installation 20 X 528.02 X 1,3809 5773.86
Contractor Notes: INCLUDES CONNECTIONS
82 22 11 16 00-0829 0114 MOD For Type K Tubing Instead Of Type L,Add $94.18
Qty Unit Price Factor Total
Installation 20 X 53.41 X 1.3809 594.18
83 22 11 19 00-0250 EA 3/4"Threaded Double Check Valve Assembly With Quarter Turn S357.42
Shut-offs(Watts 007 QT or 719 QT series)
Qty Unit Price Factor Total
Installation 1 X $258.83 X 1.3809 5357.42
Contractor Price Proprosal Details-Category 8 of 10
This report was not generated or reviewed by your Account Manager of The Gordian Group
Page 258 of 1185
. CSI Number Mod UOMDescription LineTotal
PLUMBING
84 22 11 19 00-0527 EA 10-1/2'W x 24"H x 22.1/2"L Internal Dimensions,Backflow ($709.23)
Preventer Caged Enclosures,External Dimensions 13-1/2'W x 24"
H x 25-1/2'LUTC-1
Qty Unit Price Factor Total
Installation -1 X S513.60 X 1 3809 (5709.23)
Contractor Notes: Backflow Preventer cage enclosure
85 22 11 19 00-0530 EA 16-1/2"W x 30-1/2"H x 46-1/2'L Internal Dimensions,Backflow $1,053.90
Preventer Caged Enclosures,External Dimensions 20"W x 30-1/2"
H x 49-1/2"LUTC-4
Qty Unit Price Factor Total
Installation 1 X $763.20 X 1.3809 $1,053.90
Contractor Notes: Backflow Preventer cage enclosure
86 22 11 19 00-0537 EA 3/4'Hose Valve With Screwed Ends:Chicago Faucets a#387-CP 5118.67
Qty Unit Price Factor Total
Installation 1 X S85.94 X 1-3809 $118.67
87 26 05 29 00-0034 EA >1'To 2'Length x 1-5/8"Wide x 1-5/8"High.12 Gauge,304 5116.05
Stainless Steel Unistrut Channel
Qty Unit Price Factor Total
Installation 2 X $42.02 X 1.3809 5116-05
Contractor Notes: L Yx2"x3/8'+PLATE 4'x4'
88 32 84 23 00-0375 LF 2"Class 200 Polyvinyl Chloride(PVC)Socketweld Pipe With $84.23
Fittings
Qty Unit Price Factor Total
Installation 20 X S3.05 X 1.3809 584.23
Contractor Notes: INCLUDES CONNECTIONS
89 33 46 16 00-0007 LF 12"Perforated Polyvinyl Chloride(PVC)Drainage Piping $277.06
Qty Unit Price Factor Total
Installation 12 X 516.72 X 1.3809 $277.05
'Contractor Notes: PIPE INSTALLED 24"
Subtotal for PLUMBING: $3,765.56
STEEL FENCE
90 01 22 20 00-0020 HR Painter,Structural SteelFor tasks not included in the Construction 51.964.19
Task CatatogS and as directed by owner only.
Qty Unit Price Factor Total
Installation 32 X 544.45 X 1.3809 51.964,19
Contractor Notes: Gates-Remove Repair Reinstall and Mesh and attached
modifications
91 01 22 20 00.0020 HR 'Painter,Structural SteelFor tasks not included in the Construction $1,718.67
Task Catalog and as directed by owner only.
Qty Unit Price Factor Total
Installation 28 X 544.45 X 1.3809 $1,718.67
Contractor Notes: 40 Picket extensions different dimensions 5 locations «horizontal
«Painting and installation
92 08 71 16 00-2140 EA 3'Push Bar Exit Device,Rim Type,Von Duprin Series 98/99Clear $2,147.69
anodized satin aluminum US28(BHMA 628)finish.
Qty Unit Price Factor Total
Installation 2 X $777.64 X 1.3809 $2.147.69
Contractor Price Proprosal Details-Category 9 of 10
This report was not generated or reviewed by your Account Manager of The Gordian Group
• Page 259 of 1185
•
CSI Number - Mod UOM Description LineTotal;
STEEL FENCE
93 08 71 16 00-2140 0258 MOD For Bright Brass,Clear Coated US3(BHMA 605)Or Bright Chrome 5577,85
Plated US26(BHMA 625)Finish,Add
Qty Unit Prue Factor Total
Installation 2 X 5209.23 X 1.3809 5577.85
94 08 71 16 00-2173 EA Lever Trim(L)Without Cylinder,Von Duprin Series 98199Satin 5842 07
chrome plated US26D(BHMA 626)finish
Qty Unit Price Factor Total
Installation 2 X 5304.90 X 1.3809 5842.07
95 08 71 16 00-2173 0266 MOD For Satin Bronze,Clear Coated US10(BHMA 612)Finish,Add 533.03
Qty Unit Price Factor Total
Installation 2 X 511.96 X 1.3809 533.03
Subtotal for STEEL FENCE: $7,283.50
•
Grand Total: $62,534.95
This work order proposal total represents the correct total for the proposal.Any discrepancy between line totals,sub-totals and the proposal
total is due to rounding of the line totals and sub-totals,
The.Percent of NPP on this Proposal: 0.00
Contractor Pnce Proprosal Details-Category 10 of 10
This report was not generated or reviewed by your Account Manager of The Gordian Group
Page 260 of 1185