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PROJECT MINUTES
Project: Holbrook Elementary Schools and Junior-Senior
High School Feasibility Study, Holbrook, MA Project No.: 13006
Prepared by: Joel Seeley Meeting Date: 5/27/2014
Re: Permanent School Building Committee Meeting Meeting No: 29
Location: H-CAM Studios Time: 7:00 PM
Distribution: Attendees, (MF)
Attendees:
PRESENT NAME AFFILIATION VOTING MEMBER
Daniel F. Moriarty PSBC Chair Voting Member
Mike Reith PSBC Vice-Chair Voting Member
Patricia Lally HPS Superintendent of Schools Non-Voting Member
Timothy Gordon Board of Selectmen Chair Voting Member
Barbara Davis School Committee Chair Voting Member
Charles Mahoney HPS Procurement Administrator Non-Voting Member
William Phelan Town Administrator Non-Voting Member
Vincent Hayward HJSHS Principal Non-Voting Member
Beth Tolson School Committee Voting Member
Tom Taylor Member at Large Voting Member
Peter Mahoney Finance Committee Voting Member
Matthew Moore Board of Selectmen Voting Member
James Day Member at Large Voting Member
Fred White Member at Large Voting Member
Mike Bolger HPS Director of Facilities Non-Voting Member
Duncan McClelland Flansburgh Associates (FAI)
Kent Kovacs Flansburgh Associates (FAI)
Joel Seeley SMMA, OPM
Holbrook Elementary Schools and Junior-Senior High School Feasibility Study
5/27/2014
29
Item # Action Discussion
29.1 Record Call to Order, 7:00PM, meeting opened.
29.2 Record J. Seeley reviewed the email from MSBA, attached, indicating that the Base
Reimbursement Rate has increased from 60.57% to 64.82% of Eligible Costs and that
the Maintenance and Capital Planning Incentive Point has been set at 1.3%.
29.3 J. Seeley J. Seeley reviewed the Schematic Design Construction Cost estimate by FAI’s
estimator PM&C, the Project Cost Form 3011, the Average Homeowner and
Commercial Tax Impact Summary by Paul DiGirolamo, Town Treasurer and the Project
Metrics, all attached, and summarized as follows:
1. The Construction Cost is $80,240,040
2. The Project Cost is $102,967,198
3. The Cost to Holbrook is $47,881,942
4. The Annual Residential Tax Increase is $3.14 per $1,000 valuation.
J. Seeley indicated the cost to Holbrook may change per MSBA review.
A motion was made by P. Mahoney and seconded by F. White to approve the
Construction Cost and Project Cost. No discussion, motion passed unanimous by
those attending.
J. Seeley to forward the approved Construction Cost and Project Cost to MSBA by the
May 29, 2014 deadline.
29.4 Record Next PSBC Meeting: June 5, 2014 at 7:00 pm at the H-Cam Studios.
29.5 Record A Motion was made by D. Moriarty and seconded by T. Taylor to adjourn the meeting.
No discussion, voted unanimously.
Attachments: Agenda, Average Homeowner and Commercial Tax Impact Summary, Project Metrics, Schematic
Design Construction Cost estimate, Project Cost Form 3011,
The information herein reflects the understanding reached. Please contact the author if you have any questions or are not in agreement with these
Project Minutes.
JGS/sat/P:\2013\13006\04-MEETINGS\4.3 Mtg_Notes\PSBC Meetings\28_2014_27May_Psbcmeeting\Permanentschoolbuildingcommitteemeeting_27May2014-
DRAFT.Docx
AGENDA
Project: Holbrook Elementary Schools and Junior-Senior
High School, Holbrook, MA Project No.: 13006
Re: Permanent School Building Committee Meeting Meeting Date: 5/27/2014
Prepared by: Joel G. Seeley Meeting Time: 7:00 PM
Distribution: Attendees (MF)
1. Call to Order
2. Vote to Approve Schematic Design Construction Cost and Project Cost
3. Public Comments
4. Next Meeting
5. Adjourn
JGS/sat/P:\2013\13006\04-MEETINGS\4.2 Agendas\PSBC Meetings\28_2014_27May2014_Psbcmeeting\Agenda_27May2014.Doc
Holbrook Elementary and Jr/Sr High School Feasibility Study DRAFT
Average Homeowner and Commercial Tax Impact
SCHEMATIC DESIGN SUBMISSION5/23/2014
PRELIMINARY SCHEMATIC REPORT
(PSR) 1/28/14
SCHEMATIC DESIGN SUBMISSION
5/23/14
OPTION 3A (NEW PK-12) NEW PK - 12
Holbrook Share $49,636,065 $47,881,942
Rate 5.50% 5.50%
Term (years) 25 25
Yearly Payment 3,657,706$ 3,627,071$
Average Home Value 231,800$ 231,800$
Annual Tax Increase Residential 743.01$ 727.85$
Annual Tax Increase per $1,000 3.21$ 3.14$
PRELIMINARY SCHEMATIC REPORT
(PSR) 1/28/13
SCHEMATIC DESIGN SUBMISSION
5/23/14
OPTION 3A (NEW PK-12) NEW PK - 12
Holbrook Share $49,636,065 $47,881,942
Rate 5.50% 5.50%
Term (years) 25 25
Yearly Payment 3,700,337$ 3,627,071$
Average Commerial Value 385,900$ 385,900$
Annual Tax Increase Commercial 2,383.64$ 2,338.55$
Annual Tax Increase per $1,000 6.18$ 6.06$
Note: final Holbrook Share pending MSBA review
Annual Tax Increase Residential
Annual Tax Increase Commercial
Holbrook Elementary & Jr- Sr High School Feasibility Study DRAFT
PROJECT METRICS
SCHEMATIC DESIGN SUBMISSION5/23/2014
PRELIMINARY SCHEMATIC REPORT
(PSR) 1/28/14
SCHEMATIC DESIGN SUBMISSION
5/23/14
OPTION 3A (PK-12) New PK-12
New Construction New Construction
Project Metrics
Grade Configuration Grades PK - 12 Grades PK - 12
Square Feet 217,353 217,353
Design Enrollment Students 1,095 1,095
SF per Student 198 198
Portable CR procurement N/A N/A
Construction Start Date Nov-15 Nov-15
Construction Duration 36 months 32 months
Project Completion Date Nov-18 Aug-18
Number of Portable classrooms req'd 0 0
Number of Building Phases required 1 1
Construction Cost * $78,842,409 $80,240,040
Construction Cost per SF $363 $369
Project Cost * $101,134,951 $102,967,198
Project Cost per SF $465 $474
Cost to Holbrook * $49,636,065 $47,881,942
Effective Reimbursement % 50.92% 53.50%
Ineligible Costs per 8% Site Cap* $1,210,055 $4,163,742
Ineligible Costs District Offices* $960,000 $1,159,500
Ineligible Costs HazMat* $280,000 $280,000
Ineligible Costs per $275/SF Cap* $13,299,385 $11,049,115
Ineligible Costs per FFE Cap* $1,314,000 $1,314,000 Ineligible Costs per FFE Cap* $1,314,000 $1,314,000
Project Cost per Student* $92,361 $94,034
Base Reimbursement % 60.57% 64.82%
Incentive Reimbursement 1% (maint), 1% (CM), 2% (green) 1.3% (maint), 1% (CM), 2% (green)
Future Project No Future Project Required No Future Project Required
Grade Configuration
JFK Elementary School Square Feet
South Elementary School Square Feet
Convert 6-12 to K-12 added SF
Construction Duration
Construction Cost (cost in 2015 dollars)
Project Cost (cost in 2015 dollars)
Regionalization Adaption Adapts to 9-12 Regional HS with local ES Adapts to 9-12 Regional HS with local ES
Grade Configuration Grades PK -5 (local) & 9-12 (region) Grades PK -5 (local) & 9-12 (region)
Grades 6 - 8 to Avon Yes Yes
Square Feet (Additional) 0 0
Construction Duration 0 0
Construction Cost (Additional) $0.00 $0.00
Project Cost (Additional) $0.00 $0.00
* Costs are subject to change pending MSBA review
Schematic Design Estimate
Holbrook Public SchoolsPK-12 School
Holbrook, MA
PM&C LLC Prepared for:
59 South Street
Hingham, MA 02043 Flansburgh Architects
(T) 781-740-8007
(F) 781-740-1012 May 23, 2014
Holbrook Public Schools
PK-12 School 23-May-14
Holbrook, MA
Schematic Design Estimate
MAIN CONSTRUCTION COST SUMMARY
Construction
Start
Gross Floor
Area
$/sf Estimated
Construction Cost
New School (PK-12)
96,440 $6.00 $578,640
217,353 $234.71 $51,015,905
$1,004,500
SITEWORK $8,212,630
SUB-TOTAL Oct-15 217,353 $279.78 $60,811,675
32 Mths $120,000 $3,840,000
2% $1,216,234
BONDS 0.65% $395,276
INSURANCE 1.25% $760,146
PERMIT NIC
OVERHEAD AND FEE 2.5% $1,616,292
6% $3,648,701
8% $5,783,066
3% $2,168,650
Oct-15 217,353 $369.17 $80,240,040TOTAL OF ALL CONSTRUCTION
NEW GRADE PK-12 BUILDING
REMOVE HAZARDOUS MATERIALS TO EXISTING SCHOOL as
per Fuss & O’Neill EnviroScience, LLC HazMat report dated August
5th, 2013 1
DEMOLISH EXISTING SCHOOL
GENERAL CONDITIONS 2
GENERAL REQUIREMENTS 2
ESCALATION - (assumed 4% PA)
GMP CONTINGENCY
DESIGN AND PRICING CONTINGENCY
Executive Summary Page 2 PMC - Project Management Cost
Holbrook Public Schools
PK-12 School 23-May-14
Holbrook, MA
Schematic Design Estimate
2 Based on CM at Risk procurement under C149a
ITEMS NOT CONSIDERED IN THIS ESTIMATE
Items not included in this estimate are:
Land acquisition, feasibility, and financing costs
All professional fees and insurance
Site or existing conditions surveys investigations costs, including to determine
subsoil conditions
All Furnishings, Fixtures and Equipment
Items identified in the design as Not In Contract (NIC)
Items identified in the design as by others
Owner supplied and/or installed items as indicated in the estimate
Utility company back charges, including work required off-site
Work to City streets and sidewalks, (except as noted in this estimate)
Construction contingency
This Schematic Design cost estimate was produced from drawings, outline specifications and other documentation prepared by
Flansburgh Architects and their design team dated May 5, 2014. Design and engineering changes occurring subsequent to the
issue of these documents have not been incorporated in this estimate.
This estimate includes all direct construction costs, construction manager’s overhead and profit and design contingency. Cost
escalation assumes start dates indicated above.
We have assumed procurement will utilize a public bid under C.149a of the MGL with public bidding to pre-qualified construction
managers and subcontractors, open specifications for materials and manufactures. If 149a CM at risk procurement is selected costs
will likely be greater than those included in this report.
The estimate is based on prevailing wage rates for construction in this market and represents a reasonable opinion of cost. It is not a
prediction of the successful bid from a contractor as bids will vary due to fluctuating market conditions, errors and omissions,
proprietary specifications, lack or surplus of bidders, perception of risk, etc. Consequently the estimate is expected to fall within the
range of bids from a number of competitive contractors or subcontractors, however we do not warrant that bids or negotiated prices
will not vary from the final construction cost estimate.
1 Note that the cost estimate for HazMat removals does not include the cost of asbestos project
monitoring services which typically add approximately 10% - 15% to the cost of abatement.
Executive Summary Page 3 PMC - Project Management Cost
Holbrook Public Schools 23-May-14
PK-12 School
Holbrook, MA
Schematic Design Estimate GFA 217,353
CONSTRUCTION COST SUMMARYBUILDING SYSTEM SUB-TOTAL TOTAL $/SF %
NEW PK-12 SCHOOL
A10 FOUNDATIONS
A1010 Standard Foundations $1,221,170
A1020 Special Foundations $0
A1030 Lowest Floor Construction $1,310,599 $2,531,769 $11.65 5.0%
A20 BASEMENT CONSTRUCTION
A2010 Basement Excavation $0
A2020 Basement Walls $0 $0 $0.00 0.0%
B10 SUPERSTRUCTURE
B1010 Upper Floor Construction $3,378,860
B1020 Roof Construction $3,125,167 $6,504,027 $29.92 12.7%
B20 EXTERIOR CLOSURE
B2010 Exterior Walls $5,023,603
B2020 Windows $2,025,365
B2030 Exterior Doors $98,200 $7,147,168 $32.88 14.0%
B30 ROOFING
B3010 Roof Coverings $2,359,855
B3020 Roof Openings $46,532 $2,406,387 $11.07 4.7%
C10 INTERIOR CONSTRUCTION
C1010 Partitions $3,315,500
C1020 Interior Doors $668,251
C1030 Specialties/Millwork $1,643,492 $5,627,243 $25.89 11.0%
C20 STAIRCASES
C2010 Stair Construction $288,500
C2020 Stair Finishes $41,210 $329,710 $1.52 0.6%
C30 INTERIOR FINISHES
C3010 Wall Finishes $1,352,800
C3020 Floor Finishes $1,671,526
C3030 Ceiling Finishes $1,429,446 $4,453,772 $20.49 8.7%
D10 CONVEYING SYSTEMS
D1010 Elevator $182,300 $182,300 $0.84 0.4%
D20 PLUMBING
D20 Plumbing $3,017,750 $3,017,750 $13.88 5.9%
Holbrook Schematic Design Estimate 5.23.14 Page 4 PMC - Project Management Cost
Holbrook Public Schools 23-May-14
PK-12 School
Holbrook, MA
Schematic Design Estimate GFA 217,353
CONSTRUCTION COST SUMMARYBUILDING SYSTEM SUB-TOTAL TOTAL $/SF %
NEW PK-12 SCHOOL
D30 HVAC
D30 HVAC $8,365,590 $8,365,590 $38.49 16.4%
D40 FIRE PROTECTION
D40 Fire Protection $814,450 $814,450 $3.75 1.6%
D50 ELECTRICAL
D5010 Service & Distribution $1,278,346
D5020 Lighting & Power $2,232,626
D5030 Communication & Security Systems $2,816,702
D5040 Other Electrical Systems $423,000 $6,750,674 $31.06 13.2%
E10 EQUIPMENT
E10 Equipment $1,192,500 $1,192,500 $5.49 2.3%
E20 FURNISHINGS
E2010 Fixed Furnishings $1,287,765
E2020 Movable Furnishings NIC $1,287,765 $5.92 2.5%
F10 SPECIAL CONSTRUCTION
F10 Special Construction $404,800 $404,800 $1.86 0.8%
F20 HAZMAT REMOVALS
F2010 Building Elements Demolition $0
F2020 Hazardous Components Abatement $0 $0 $0.00 0.0%
TOTAL DIRECT COST (Trade Costs) $51,015,905 $234.71 100.0%
Holbrook Schematic Design Estimate 5.23.14 Page 5 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
1 GROSS FLOOR AREA CALCULATION2
3 First Floor 118,3534 Second Floor 99,0005
6 TOTAL GROSS FLOOR AREA (GFA) 217,353 sf7
8
9 A10 FOUNDATIONS10
11 A1010 STANDARD FOUNDATIONS12 Strip footings to exterior walls - 3'-0" x 1'-0" 1,656 cy -
13 02200 Excavation 3,370 cy 15.00 50,550
14 02200 Store on site for reuse 3,370 cy 6.00 20,220
15 02200 Backfill with existing fill 3,067 cy 8.00 24,536
16 03300 Formwork 5,200 sf 10.00 52,000
17 03300 Re-bar 15,600 lbs 1.20 18,720
18 03300 Concrete material; 3,000 psi 303 cy 115.00 34,845
19 03300 Placing concrete 303 cy 45.00 13,635
20 Foundation walls at exterior - 20" thick
21 03300 Formwork 20,800 sf 12.00 249,600
22 03300 Re-bar 52,000 lbs 1.20 62,400
23 03300 Concrete material; 4,000 psi 607 cy 120.00 72,840
24 03300 Placing concrete 607 cy 45.00 27,315
25 07150 Dampproofing foundation wall and footing 15,600 sf 1.60 24,960
26 07210 Insulation to foundation walls; 2" thick 10,400 sf 2.50 26,000
27 03300 Form shelf 2,600 lf 8.00 20,800
28 Strip footings to interior walls - 3'-0" x 1'-0"
29 02200 Excavation 1,296 cy 15.00 19,440
30 02200 Store on site for reuse 1,296 cy 6.00 7,776
31 02200 Backfill with existing fill 1,179 cy 8.00 9,432
32 03300 Formwork 2,000 sf 10.00 20,000
33 03300 Re-bar 6,000 lbs 1.20 7,200
34 03300 Concrete material; 3,000 psi 117 cy 115.00 13,455
35 03300 Placing concrete 117 cy 45.00 5,265
36 Column footings 8' x 8' x 2'-0"
37 02200 Excavation 1,386 cy 15.00 20,790
38 02200 Store on site for reuse 1,386 cy 6.00 8,316
39 02200 Backfill with existing fill 978 cy 8.00 7,824
40 03300 Formwork 5,248 sf 10.00 52,480
41 03300 Re-bar 20,500 lbs 1.20 24,600
42 03300 Concrete material; 3,000 psi 408 cy 115.00 46,920
43 03300 Placing concrete 408 cy 45.00 18,360
44 03300 Set anchor bolts grout plates 82 ea 150.00 12,300
45 Column footings 6' x 6' x 1'-4"
46 02200 Excavation 1,221 cy 15.00 18,315
47 02200 Store on site for reuse 1,221 cy 6.00 7,326
48 02200 Backfill with existing fill 1,032 cy 8.00 8,256
49 03300 Formwork 3,245 sf 10.00 32,450
50 03300 Re-bar 26,000 lbs 1.20 31,200
51 03300 Concrete material; 3,000 psi 189 cy 115.00 21,735
52 03300 Placing concrete 189 cy 45.00 8,505
53 03300 Set anchor bolts grout plates 104 ea 150.00 15,600
54 Miscellaneous
55 02200 Elevator pit 2 ea 20,000.00 40,000
Holbrook Schematic Design Estimate 5.23.14 Page 6 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
56 02200 Structural fill to bottom of footings 1,222 cy 30.00 36,660
57 03300 Piers/Pilasters; 24" x 12"
58 03300 Formwork 1,664 sf 12.00 19,968
59 03300 Re-bar 2,880 lbs 1.20 3,456
60 03300 Concrete material; 3,000 psi 32 cy 115.00 3,680
61 03300 Placing concrete 32 cy 45.00 1,440
62 SUBTOTAL 1,221,170
63
64 A1020 SPECIAL FOUNDATIONS
65 No Work in this section
66 SUBTOTAL
67
68 A1030 LOWEST FLOOR CONSTRUCTION
69 New Slab on grade, 5" thick
70 02200 Gravel fill, 16" 5,830 cy 28.00 163,240
71 02200 Structural fill under building 923 cy 32.00 29,536
72 07210 Rigid insulation 118,353 sf 2.00 236,706
73 07210 Vapor barrier, 15 mil 118,353 sf 0.75 88,765
74 07210 Compact existing sub-grade 118,353 sf 0.50 59,177
75 03300 Mesh reinforcing 15% lap 136,106 sf 0.80 108,885
76 03300 Concrete - 5" thick; 4,000 psi 1,933 cy 120.00 231,960
77 03300 Placing concrete 1,933 cy 45.00 86,985
78 33000 Moisture mitigation 1,933 cy 60.00 115,980
79 03300 Finishing and curing concrete 118,353 sf 1.50 177,530
80 03300 Control joints - saw cut 118,353 sf 0.10 11,835
81 SUBTOTAL 1,310,599
82
83 TOTAL - FOUNDATIONS $2,531,769
84
85
86 A20 BASEMENT CONSTRUCTION
87
88 A2010 BASEMENT FILL
89 No Work in this section
90 SUBTOTAL
91
92 A2020 BASEMENT WALLS
93 No Work in this section
94 SUBTOTAL -
95
96 TOTAL - BASEMENT CONSTRUCTION
97
98
99 B10 SUPERSTRUCTURE
100 12.2 lbs/sf -
101 B1010 FLOOR CONSTRUCTION 1,323 tns -
102 Floor Structure - Steel:
103 51200 Steel beams, columns, bracing - 11#/SF 545 tns 3,300.00 1,798,500
104 51200 Premium for long span areas, 15#/SF 100 tns 3,300.00 330,000
105 51200 Premium for HSS 194 tns 200.00 38,800
106 51200 Shear studs 19,800 ea 2.50 49,500
107 Floor Structure
108 51200 2" 18 Ga. Metal galvanized floor Deck 99,000 sf 4.00 396,000
Holbrook Schematic Design Estimate 5.23.14 Page 7 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
109 33000 WWF reinforcement 113,850 sf 0.80 91,080
110 33000 Concrete Fill to metal deck; 5-1/2" thick; Normal
Weight
1,763 cy 120.00 211,560
111 33000 Place and finish concrete 99,000 sf 2.00 198,000
112 33000 Rebar to decks 29,700 lbs 1.20 35,640
113 51200 Misc. angles 1 ls 25,000.00 25,000 114 51200 New structure for tiered structural seating in
auditorium
2,800 sf 30.00 84,000
115 Miscellaneous
116 33000 Moisture mitigation 1,763 cy 60.00 105,780
117 78100 Fire proofing to columns and beams NIC
118 78400 Fire stopping floors 1 ls 15,000.00 15,000
119 SUBTOTAL 3,378,860
120
121 B1020 ROOF CONSTRUCTION
122 Roof Structure - Steel:
123 05120 Steel beams/Joists; 10#/SF 485 tns 3,300.00 1,600,500 124 51200 Premium for long span areas, 15#/SF 60 tns 3,300.00 198,000
125 05120 Steel beams/Joists; gymnasium - 13#/SF 104 tns 3,300.00 343,200 126 05120 Steel beams/Joists; auditorium - 9#/SF 16 tns 3,300.00 52,800 127 05120 Steel beams/Joists; fly loft - 15#/SF 13 tns 3,300.00 42,900 128 51200 Premium for HSS 203 tns 200.00 40,600
129 05120 Premium for gym trusses 1 ls 50,000.00 50,000 130 Roof Structure
131 05120 1-1/2" 20 Ga. galvanized Metal Roof Deck 102,253 sf 3.00 306,759
132 05120 Acoustic Metal Roof Deck in gym 16,100 sf 7.00 112,700
133 33000 WWF reinforcement 21,097 sf 0.80 16,878
134 33000 Concrete Fill to metal deck; 5-1/2" thick; Normal
Weight
327 cy 120.00 39,240
135 33000 Place and finish concrete 18,345 sf 2.00 36,690
136 Miscellaneous137 07660 Open trellis, steel 3,000 sf 50.00 150,000
138 07660 Roof screen steel 18 tns 3,800.00 68,400
139 07660 Canopy 19 tns 3,500.00 66,500
140 07250 Fire proofing to columns, beams and deck 102,253 sf 2.50 NIC
141 SUBTOTAL 3,125,167 142
143 TOTAL - SUPERSTRUCTURE $6,504,027
144
145
146 B20 EXTERIOR CLOSURE147
148 B2010 EXTERIOR WALLS 72,661 sf - 149 Interior skin150 042000 CMU backup, 12" thick, reinforced 13,104 sf 24.50 321,048
151 042000 CMU backup, 8" thick, reinforced 3,965 sf 20.00 79,300
152 092900 6" metal stud backup 55,592 sf 7.00 389,144
153 074213 Z Girts 38,091 sf 3.00 114,273
154 072150 Insulation - 4" thick mineral wool 72,661 sf 2.00 145,322
155 070001 Air barrier 72,661 sf 6.00 435,966
156 070001 Air barrier/flashing at windows 8,050 lf 6.00 48,300
157 061000 Densglass 55,592 sf 2.00 111,184
158 092900 Drywall lining to interior face of stud backup 55,592 sf 2.30 127,862
Holbrook Schematic Design Estimate 5.23.14 Page 8 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
159 Exterior skin160 042000 Brick veneer, accent colors 28,826 sf 31.00 893,606
161 034500 Precast concrete base, 12" 1,084 sf 55.00 59,620
162 074500 Trespa 2,516 sf 65.00 163,540
163 074500 Prepatinated copper 18,530 sf 50.00 926,500
164 042000 Metal flashing at walls 900 sf 20.00 18,000
165 074213 Aluminum panel, Centria Metal panel; single skin 17,045 sf 38.00 647,710
166 074213 Alucobond composite wall panel 360 sf 55.00 19,800
167 42000 PVC roof membrane 3,400 sf 7.00 23,800
168 Miscellaneous169 10200 Vertical sunshades - copper panels w/ HSS framing,
3' deep
390 lf 350.00 136,500
170 10200 Vertical sunshades - mesh panels w/ HSS framing, 3'
deep
400 lf 250.00 100,000
171 070002 PVC roof membrane to back of parapet walls 2,490 sf 7.00 17,430
172 05500 Precast sills 776 lf 60.00 46,560 173 05500 Aluminum sign at main entrance 1 ls 10,000.00 10,000 174 04200 Staging to exterior wall 94,069 sf 2.00 188,138 175 SUBTOTAL $5,023,603176
177 B2020 WINDOWS 21,408 sf - 178 08520 Windows/storefront 8,500 sf 85.00 722,500
179 08520 Premium for operable windows 215 ea 200.00 43,000
180 84413 Curtainwall 7,000 sf 100.00 700,000 181 84413 Aluminum storefront at gymnasium 2,800 sf 80.00 224,000 182 089500 Polycarbonate glazing at clerestory, honeycombed 3,108 sf 55.00 170,940
183 10200 Louvers (allowance) 250 sf 45.00 11,250
184 10200 Sunshades attached to window systems 209 lf 150.00 31,350
185 10200 Sunshades attached to window systems; allowance at
media center
1 ls 70,000.00 70,000
186 07900 Backer rod & double sealant 8,050 lf 4.00 32,200
187 06100 Wood blocking at openings 8,050 lf 2.50 20,125
188 SUBTOTAL $2,025,365
189
190 B2030 EXTERIOR DOORS191 84113 Glazed entrance doors including frame and hardware;
double door
12 pr 7,000.00 84,000
192 84113 Glazed entrance doors including frame and hardware;
single door
1 ea 3,500.00 3,500
193 84113 HM doors, frames and hardware- Double 5 pr 2,000.00 10,000
194 07900 Backer rod & double sealant 100 lf 4.00 400
195 06100 Wood blocking at openings 100 lf 3.00 300
196 SUBTOTAL $98,200
197
198 TOTAL - EXTERIOR CLOSURE $7,147,168
199
200
201 B30 ROOFING
202
203 B3010 ROOF COVERINGS
204 Flat roofing205 007500 PVC roof membrane fully adhered 118,353 sf 6.00 710,118
206 007240 Insulation; R-30 118,353 sf 5.00 591,765
207 007240 1/2" dens-deck protection board 118,353 sf 1.75 207,118
Holbrook Schematic Design Estimate 5.23.14 Page 9 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
208 007240 Reinforced vapor barrier 118,353 sf 0.55 65,094
209 006100 Rough blocking 21,240 lf 6.00 127,440
210 Miscellaneous Roofing
211 07660 Canopy w/ Trespa soffit (framing w/ structure) 2,000 sf 80.00 160,000
212 07660 Canopy to loading dock (framing w/ structure) 1,200 sf 50.00 60,000
213 07660 Roof screen aluminum material 4,800 sf 38.00 182,400
214 07660 Premium for green roof 1,560 sf 30.00 46,800
215 07660 OSHA rail 50 lf 90.00 4,500
216 07660 Roof fascia 3,540 lf 50.00 177,000
217 07660 Copper fascia at canopy 327 lf 60.00 19,620
218 05500 Roof ladder 1 ls 3,000.00 3,000
219 07500 Walk pads 1 ls 5,000.00 5,000
220 SUBTOTAL $2,359,855221
222 B3020 ROOF OPENINGS
223 07830 Skylights
224 07830 8' 1 ea 6,032.64 6,033
225 07830 10' 1 ea 9,426.00 9,426
226 07830 12' 1 ea 13,573.44 13,573
227 07830 Smoke hatch; stage 3 loc 5,000.00 15,000
228 07830 Roof hatch 1 loc 2,500.00 2,500
229 SUBTOTAL $46,532230
231 TOTAL - ROOFING $2,406,387
232
233
234 C10 INTERIOR CONSTRUCTION235
236 C1010 PARTITIONS 237 042000 8" CMU, reinforced 28,840 sf 21.00 605,640
238 042000 12" CMU, reinforced @ gym 4,746 sf 26.00 123,396
239 042000 12" CMU, reinforced @ Auditorium 7,434 sf 26.00 193,284
240 055000 Seismic clips 733 ea 90.00 65,970
241 092900 Corridor - 3-1/2" MS, 2 layers 1/2" GWB o/s; 1 lyr
other side; insulation
64,694 sf 11.55 747,216
242 092900 Premium for double stud at 35% of corridor walls 22,643 sf 4.75 107,554
243 092900 Classroom demising - 6" MS, 2 layers 1/2" GWB b/s,
insulation
32,368 sf 14.71 476,133
244 092900 Standard partition 25,354 sf 12.00 304,248
245 092900 Plumbing chase 2,912 sf 14.00 40,768
246 092900 Elevator 5,614 sf 20.00 112,280
247 092900 Stair 8,246 sf 18.00 148,428
248 092900 Abuse resistant allowance 1 ls 50,000.00 50,000
249 Glazing
250 Interior vestibule 672 sf 80.00 53,760
251 Storefront/borrowed lights 1,728 sf 65.00 112,320
252 Clerestory 600 sf 60.00 36,000
253 070001 Sealants & caulking at partitions 217,353 sf 0.50 108,677
254 061000 Rough blocking 9,942 lf 3.00 29,826
255 SUBTOTAL 3,315,500 256
257 C1020 INTERIOR DOORS
Holbrook Schematic Design Estimate 5.23.14 Page 10 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
258 84113 Glazed entrance doors including frame and hardware;
double door
5 pr 7,000.00 35,000
259 Metal door frames
260 081100 Single 201 ea 320.00 64,320
261 081100 Double 55 pr 450.00 24,750
262 Wood doors
263 081100 Single 242 ea 460.00 111,320
264 081100 Double 26 pr 920.00 23,920
265 081100 Hardware 311 set 750.00 233,250
266 081100 Premium for acoustic doors 12 ea 500.00 6,000
267 080002 Premium for glazed doors 1 ls 20,000.00 20,000
268 080002 Premium for sidelights 126 ea 840.00 105,840
269 090007 Paint doors and frames 311 ea 90.00 27,990
270 070001 Sealants & caulking 311 ea 51.00 15,861
271 SUBTOTAL 668,251 272
273 C1030 SPECIALTIES / MILLWORK274 10160 Toilet Partitions and accessories 217,353 gsf 0.80 173,882
275 06100 Backer panels in electrical closets 1 ls 1,000.00 1,000
276 10670 Stage construction 2,500 sf 20.00 50,000
277 10100 Marker boards/tackboards in classrooms, offices,
conference rooms, library and MP rooms
217,353 sf 0.70 152,147
278 010670 Shelving in storage rooms 1 ls 10,000.00 10,000
279 010400 Building directory 1 loc 3,000.00 3,000
280 010400 Bronze dedication plaque 1 loc 2,500.00 2,500
281 006400 Staff mailboxes/casework 1 ls 5,000.00 5,000
282 005400 Catwalk 1 ls 60,000.00 60,000
283 010400 Room Signs 311 ea 150.00 46,650
284 010475 Fire extinguisher cabinets 72 ea 350.00 25,200
285 012600 Lockers; Gym team rooms 50 opng 280.00 14,000
286 012600 Lockers; Gym lockers 50 opng 210.00 10,500
287 012600 Lockers; double tier 440 opng 180.00 79,200
288 012600 Lockers; single tier; Grade 1 - 5 36" high 500 opng 190.00 95,000
289 010800 Janitors Work Shop Accessories 1 ls 1,500.00 1,500
290 010800 Janitors Closet Accessories 4 rms 300.00 1,200
291 Administration room
292 06400 Reception desk 2 ea 21,000.00 42,000
293 Guidance
294 06400 Reception Desk 1 ea 12,000.00 12,000
295 Media
296 06400 Reception desk at Media 2 ea 25,000.00 50,000
297 064100 Solid surface counter in café; 18" deep curved 60 lf 180.00 10,800
298 12320 Display cases 1 ls 80,000.00 80,000 299 005500 Miscellaneous rough carpentry 217,353 sf 0.70 152,147
300 005500 Miscellaneous specialties/millwork 217,353 sf 0.50 108,677
301 055000 Railing at open areas 160 lf 300.00 48,000
302 055000 Full height solid dividing wall at gym 90 lf 1,500.00 135,000
303 055000 Rail support for elevator cab 2 loc 2,500.00 5,000
304 055000 Stage equipment and curtain support 1 ls 30,000.00 30,000
305 05500 Miscellaneous metals throughout building 217,353 sf 0.50 108,677
Holbrook Schematic Design Estimate 5.23.14 Page 11 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
306 07900 Miscellaneous sealants throughout building 217,353 sf 0.60 130,412
307 SUBTOTAL $1,643,492
308
309 TOTAL - INTERIOR CONSTRUCTION $5,627,243
310
311
312 C20 STAIRCASES313
314 C2010 STAIR CONSTRUCTION315 055000 Decorative cafeteria stair 1 flt 90,000.00 90,000
316 055000 Metal pan stair; decorative lobby stair 2 flt 60,000.00 120,000
317 055000 Metal pan stair; egress stair 2 flt 20,000.00 40,000
318 055000 Auditorium stairs 2 flt 13,000.00 26,000
319 055000 Ships ladder 1 ea 2,500.00 2,500
320 033000 Concrete fill to stairs 1 ls 10,000.00 10,000
321 SUBTOTAL $288,500322
323 C2020 STAIR FINISHES324 90007 High performance coating to stairs including all
railings etc.
7 flt 3,000.00 21,000
325 090005 Rubber tile at stairs - landings 420 sf 10.00 4,200
326 090005 Rubber tile at stairs - treads & risers 840 lft 19.06 16,010
327 SUBTOTAL $41,210328
329 TOTAL - STAIRCASES $329,710330
331
332 C30 INTERIOR FINISHES
333
334 C3010 WALL FINISHES335 90007 Paint to GWB 219,583 sf 0.70 153,708
336 90007 Paint to CMU; epoxy 84,243 sf 1.25 105,304
337 90002 Ceramic tile to bathroom walls 13,023 sf 16.00 208,368
338 62000 P'lam on plywood 18,940 sf 20.00 378,800
339 62000 Wood wall panels in media center 742 sf 40.00 29,680
340 62000 Wood wall panels in lobby 4,700 sf 40.00 188,000
341 98400 Absorbative wall material 1,658 sf 25.00 41,450
342 98400 Chairrail 350 lf 25.00 8,750
343 Auditorium344 062000 Wood wall unsulation; 1" thck ductliner 1,000 sf 4.00 4,000345 062000 Wood wall panels 1 ls 110,000.00 110,000346 098400 Fabric wrapped panels 1 ls 20,000.00 20,000347 Gymnasium348 098400 Acoustic panels - 30% wall area 5,237 sf 20.00 104,740349 SUBTOTAL $1,352,800350
351 C3020 FLOOR FINISHES352 090002 Ceramic tiles 5,520 sf 16.00 88,320
353 095900 Wood Athletic Flooring including sanding and
finishing to gymnasium
16,160 sf 17.00 274,720
354 90002 Porcelain tile 14,225 sf 18.00 256,050
355 96700 Epoxy flooring 7,350 sf 9.00 66,150
356 96813 Carpet 14,765 sf 4.44 65,557
357 90005 MCT 96,913 sf 6.00 581,478
Holbrook Schematic Design Estimate 5.23.14 Page 12 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
358 90005 Vinyl plank 22,460 sf 7.00 157,220
359 61000 Tempered hardboard at stage 2,500 sf 12.00 30,000
360 96429 Wood flooring 370 sf 12.00 4,440
361 90005 Rubber tile 3,200 sf 11.50 36,800
362 96560 Synthetic sports flooring 1,940 sf 12.00 23,280
363 33000 Sealed concrete 10,215 sf 1.00 10,215
364 Bases
365 90002 Ceramic tiles in bathrooms 1,447 lf 11.00 15,917
366 90002 Porcelain tile base 1,050 lf 14.00 14,700
367 90005 Vinyl Cove Base 24,906 lf 1.50 37,359
368 95900 Vented base in gym 540 lf 8.00 4,320
369 95900 Lines in Gym 1 ls 5,000.00 5,000
370 SUBTOTAL $1,671,526371
372 C3030 CEILING FINISHES373 090003 ACT ceilings; 2 x 2 9,836 sf 4.25 41,803
374 090003 ACT ceilings; 2 x 4 94,656 sf 3.50 331,296
375 090003 ACT ceilings; 4 x 4 28,860 sf 9.00 259,740
376 090003 ACT ceilings; plank 16,114 sf 11.00 177,254
377 092900 GWB ceilings 20,835 sf 9.50 197,933
378 092900 GWB soffit; horizontal 1 ls 120,000.00 120,000
379 098400 Acoustic wood ceiling in auditorium 1,600 sf 35.00 56,000
380 098400 Acoustic clouds in Cafeterias 1 ls 50,000.00 50,000
381 062000 Wood ceiling in Media, 4' x 4' 1,090 sf 35.00 38,150
382 090007 Paint to GWB ceilings 20,835 sf 1.00 20,835
383 098400 Acoustic clouds in Auditorium 1 ls 75,000.00 75,000
384 090007 Paint to exposed ceilings @ Auditorium 4,440 sf 2.15 9,546
385 090007 Paint to exposed ceilings @ Gym 15,870 sf 2.15 34,121
386 090007 Paint to exposed ceilings 8,264 sf 2.15 17,768
387 SUBTOTAL $1,429,446388
389 TOTAL - INTERIOR FINISHES $4,453,772
390
391
392 D10 CONVEYING SYSTEMS393
394 D1010 ELEVATOR395 014200 New elevator, 2 stop 2 ea 90,000.00 180,000
396 055000 Pit ladders 2 ea 900.00 1,800
397 055000 Sill angles 20 lf 25.00 500
398 SUBTOTAL $182,300399
400 TOTAL - CONVEYING SYSTEMS $182,300401
402
403 D20 PLUMBING404
405 D20 PLUMBING, GENERALLY
406 Equipment
407 220000 Gas fired water heater domestic water 2 ea 25,000.00 50,000
408 220000 Hot water storage tank 400 gallon 2 ea 2,000.00 4,000
409 220000 Grease trap interior 1 ea 3,200.00 3,200
410 220000 Grease trap exterior 1 ea 5,500.00 5,500
Holbrook Schematic Design Estimate 5.23.14 Page 13 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
411 220000 Water meter assembly 1 ea 4,500.00 4,500
412 220000 Connection to gas meter 1 ea 1,200.00 1,200
413 220000 Reduce pressure backflow preventer (mains) 1 ea 4,600.00 4,600
414 220000 Reduce pressure backflow preventer 2 ea 2,000.00 4,000
415 220000 Hot water circulator pump 2 ea 2,500.00 5,000
416 220000 Mixing valve 1 ea 5,500.00 5,500
417 220000 Miscellaneous plumbing equipment (Allowance) 215,000 sf 0.50 107,500
418 220000 Plumbing Fixtures -
419 220000 Plumbing fixtures 215,000 sf 2.50 537,500
420 220000 Rough-in and connection to kitchen equipment 1 ls 35,000.00 35,000
421 220000 Domestic Water Piping -
422 220000 Copper pipe type L with fittings & hangers 215,000 sf 2.50 537,500
423 220000 Valves & accessories 1 ls 162,000.00 162,000
424 220000 Tepid Water Piping -
425 220000 Copper pipe type L with fittings & hangers 215,000 sf 0.25 53,750
426 220000 Valves & accessories 1 ls 13,500.00 13,500
427 220000 Pipe insulation
428 220000 Pipe insulation 215,000 sf 1.50 322,500
429 220000 Sanitary Waste And Vent Pipe w/ Hangers -
430 220000 Cast iron pipe with fittings & hangers 215,000 sf 2.25 483,750
431 220000 Acid Waste And Vent Pipe w/ Hangers -
432 220000 Acid resistant pipe with fittings & hangers 215,000 sf 0.50 107,500
433 220000 Storm Drainage, Hubless Cast Iron Pipe
434 220000 Cast iron pipe with fittings & hangers 215,000 sf 1.00 215,000
435 220000 Natural Gas Piping
436 220000 Natural gas distribution piping 215,000 sf 0.75 161,250
437 220000 Valves & accessories 1 ls 40,500.00 40,500
438 220000 Miscellaneous -
439 220000 Coordination & management 1 ls 60,000.00 60,000
440 220000 Coring, sleeves & fire stopping 1 ls 10,000.00 10,000
441 220000 Commissioning support 1 ls 43,000.00 43,000
442 220000 Testing and sterilization 1 ls 10,000.00 10,000
443 220000 Fees & permits 1 ls 30,000.00 30,000
444 SUBTOTAL $3,017,750445
446 TOTAL - PLUMBING $3,017,750447
448
449 D30 HVAC450
451 D30 HVAC, GENERALLY
452 Heating equipment453 230000 Gas fired hot water boiler condensing 2500 MBH 3 ea 48,000.00 144,000
454 230000 Expansion tank 1 ea 4,750.00 4,750
455 230000 Air separator 1 ea 5,000.00 5,000
456 230000 Chemical treatment system 1 ea 12,000.00 12,000
457 230000 Radiant heat ceiling panel 215,000 sf 0.75 161,250
458 230000 Fin tube radiation 215,000 sf 1.50 322,500
459 230000 Unit heater HW 1500 CFM loading dock 2 ea 625.00 1,250
460 230000 Miscellaneous HVAC equipment (Allowance) 215,000 sf 1.00 215,000
Holbrook Schematic Design Estimate 5.23.14 Page 14 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
461 Cooling Equipment462 230000 Air-cooled chiller, 80 ton 1 ea 60,000.00 60,000
463 230000 Expansion tank 1 ea 3,200.00 3,200
464 230000 Air separator 1 ea 1,800.00 1,800
465 230000 Ductless split system AC unit with condensate pump 6 ea 4,500.00 27,000
466 230000 Ductless split system condenser unit 6 ea 3,000.00 18,000
467 230000 Glycol system 1 ls 10,000.00 10,000
468 Pumps469 230000 Hot water pump 750 GPM 2 ea 9,000.00 18,000
470 230000 Chilled water pump 210 GPM 2 ea 2,520.00 5,040
471 230000 VFD's 4 ea 3,200.00 12,800
472 Air distribution 473 Air Handling Unit474 Classroom Areas475 230000 RTU- 7000 CFM gas fired with DX cooling & ERW 1 ea 73,500.00 73,500
476 230000 RTU- 10000 CFM gas fired with DX cooling & ERW 1 ea 105,000.00 105,000
477 230000 RTU- 10000 CFM gas fired with DX cooling & ERW 1 ea 105,000.00 105,000
478 230000 RTU- 9000 CFM gas fired with DX cooling & ERW 1 ea 94,500.00 94,500
479 Gymnasium Areas480 230000 RTU- 12000 CFM 100% O.A gas fired with DX
cooling & ERW
1 ea 132,000.00 132,000
481 230000 RTU- 6000 CFM 100% O.A. gas fired with DX cooling
& ERW
1 ea 66,000.00 66,000
482 Locker & Fitness Room483 230000 RTU- 4000 CFM 100% O.A. gas fired with DX cooling
& ERW
2 ea 44,000.00 88,000
484 Auditorium485 230000 RTU- 7000 CFM VAV gas fired with DX cooling &
ERW
1 ea 73,500.00 73,500
486 Stage487 230000 RTU- 4000 CFM VAV gas fired with DX cooling &
ERW
1 ea 42,000.00 42,000
488 Administration489 230000 RTU- 2500 CFM 100% O.A. gas fired with DX cooling
& ERW
3 ea 27,500.00 82,500
490 Media Center / Library491 230000 RTU- 4000 CFM 100% O.A. gas fired with DX cooling
& ERW
1 ea 44,000.00 44,000
492 230000 RTU- 1500 CFM 100% O.A. gas fired with DX cooling
& ERW
1 ea 16,500.00 16,500
493 Cafeteria494 230000 RTU- 8000 CFM 100% O.A. gas fired with DX cooling
& ERW
1 ea 88,000.00 88,000
495 230000 RTU- 4000 CFM 100% O.A. gas fired with DX cooling
& ERW
1 ea 44,000.00 44,000
496 230000 Kitchen make-up air unit 4500 CFM gas fired 1 ea 10,000.00 10,000
497 230000 Induction units (Allowance) 150 ea 950.00 142,500
498 Exhaust fan 499 230000 Kitchen hood exhaust fan 4500 CFM 1 ea 6,750.00 6,750
500 230000 Exhaust fan (Allowance) 1 ls 12,000.00 12,000
501 Sheet metal & Accessories502 230000 Galvanized ductwork with fittings & hangers 165,000 lbs 9.25 1,526,250
503 230000 Duct insulation 97,500 sf 4.00 390,000
504 230000 Black iron welded kitchen exhaust with wrap 5,000 lbs 16.00 80,000
505 230000 Aluminum ductwork for dishwasher/showers 2,000 lbs 14.00 28,000
Holbrook Schematic Design Estimate 5.23.14 Page 15 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
506 230000 Boiler combustion air and flues 200 lf 250.00 50,000
507 230000 Registers, grilles & diffusers 1,440 ea 125.00 180,000
508 230000 Displacement diffuser (Allowance) 200 ea 500.00 100,000
509 230000 Sound attenuator (Allowance) 22 ea 3,500.00 77,000
510 230000 Miscellaneous sheet metal accessories 1 ls 135,000.00 135,000
511 Piping512 230000 Hot Water & Chilled Water Pipe -
513 230000 Hot water piping 215,000 sf 4.00 860,000
514 230000 Chilled water piping 215,000 sf 3.00 645,000
515 230000 Refrigerant Piping
516 230000 Refrigerant piping 215,000 sf 0.25 53,750
517 Condensate Drain Piping
518 230000 Condensate drain piping 215,000 sf 0.50 107,500
519 230000 Piping Insulation 520 230000 Piping insulation 215,000 sf 2.00 430,000
521 Controls (DDC)522 230000 Automatic temperature controls (including kitchen
exhaust hood control system)
215,000 sf 4.00 860,000
523 Balancing524 230000 System testing & balancing 215,000 sf 1.25 268,750
525 Miscellaneous526 230000 Coordination & management 1 ls 125,000.00 125,000
527 230000 Commissioning support 1 ls 55,000.00 55,000
528 230000 Coring, sleeves & fire stopping 1 ls 12,000.00 12,000
529 230000 Equipment start-up and inspection 1 ls 5,000.00 5,000
530 230000 Rigging & equipment rental 1 ls 75,000.00 75,000
531 230000 Vibration & seismic restraints 1 ls 55,000.00 55,000
532 SUBTOTAL $8,365,590533
534 TOTAL - HVAC $8,365,590
535
536
537 D40 FIRE PROTECTION538
539 D40 FIRE PROTECTION, GENERALLY540 210000 Double check valve assembly 1 ea 10,000.00 10,000
541 210000 Alarm check valve 1 ea 4,000.00 4,000
542 210000 Siamese connection 1 ea 1,400.00 1,400
543 210000 Kitchen hood suppression system allow W/Equip
544 210000 Zone control valve station 6 ea 1,800.00 10,800
545 210000 Fire department standpipe valve 6 ea 900.00 5,400
546 210000 Sprinkler heads 1,662 ea 75.00 124,650
547 210000 Branch sprinkler piping with fittings & hangers 19,950 lf 20.00 399,000
548 210000 Main sprinkler piping with fittings & hangers 6,000 lf 24.00 144,000
549 210000 Standpipe with fittings & hangers 2,500 lf 30.00 75,000
550 Miscellaneous551 260000 Demolition, drain and make safe services 1 ls 5,000.00 5,000
552 210000 Coordination & management 1 ls 16,000.00 16,000
553 210000 Hydraulic calculations 1 ls 3,500.00 3,500
554 210000 Coring, sleeves & fire stopping 1 ls 8,000.00 8,000
555 210000 Fees & permits 1 ls 7,700.00 7,700
556 SUBTOTAL $814,450
Holbrook Schematic Design Estimate 5.23.14 Page 16 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
557
558 TOTAL - FIRE PROTECTION $814,450
559
560
561 D50 ELECTRICAL562
563 D5010 SERVICE & DISTRIBUTION564 260000 Gear & Distribution565 260000 Normal Power566 260000 3000A 480/277V main switchboard 1 ls 85,000.00 85,000
567 800A 277/480V distribution panelboard 2 ea 15,000.00 30,000
568 260000 225A 277/480V double tub panelboard 5 ea 2,300.00 11,500
569 260000 225A 277/480V panelboard 6 ea 2,300.00 13,800
570 225KVA K-13 type transformer 1 ea 26,307.00 26,307
571 112.5KVA K-13 type transformer 1 ea 15,167.00 15,167
572 260000 75KVA K-13 type transformer 2 ea 8,290.00 16,580
573 45KVA dry type transformer 2 ea 5,085.00 10,170
574 30KVA dry type transformer 5 ea 4,326.00 21,630
575 15KVA dry type transformer 1 ea 3,658.00 3,658
576 400A 120/208V distribution panelboard 2 ea 5,500.00 11,000
577 260000 400A 120/208V double tub panelboard 1 ea 5,663.00 5,663
578 225A 120/208V triple tub panelboard 5 ea 6,900.00 34,500
579 100A 120/208V panelboard 10 ea 1,325.00 13,250
580 260000 TVSS main switchboard 1 ls 3,000.00 3,000
581 260000 TVSS 9 ea 1,500.00 13,500
582 Emergency power off 3 ea 350.00 1,050
583 200A disconnect 4 ea 1,456.00 5,824
584 100A disconnect 3 ea 1,000.00 3,000
585 260000 Feeders
586 800A feed 800 lf 211.00 168,800
587 260000 400A feed 150 lf 106.85 16,028
588 260000 225A feed 550 lf 44.60 24,530
589 200A feed 60 lf 39.00 2,340
590 260000 150A feed 80 lf 29.15 2,332
591 100A feed 630 lf 20.85 13,136
592 60A feed 300 lf 14.80 4,440
593 50A feed 30 lf 11.38 341
594 30A feed 30 lf 10.25 308
595 260000 Grounding & bonding
596 2" sleeve 6 ea 150.00 900
597 Grounding bar 8 ea 350.00 2,800
598 2" with 1-#1/0 1,700 lf 19.00 32,300
599 260000 Emergency power
600 260000 300kW diesel fueled WP enclosed generator with
1500gal belly tank
1 ls 120,000.00 120,000
601 260000 600A 480/277V automatic transfer switch 1 ea 5,750.00 5,750
602 260000 150A 480/277V automatic transfer switch 1 ea 4,525.00 4,525
603 600A 277/480V distribution panelboard 1 ea 12,000.00 12,000
604 100A 277/480V panelboard 6 ea 1,325.00 7,950
605 260000 75KVA dry type transformer 1 ea 7,039.00 7,039
Holbrook Schematic Design Estimate 5.23.14 Page 17 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
606 45KVA K-13 type transformer 2 ea 6,150.00 12,300
607 30KVA K-13 type transformer 1 ea 5,284.00 5,284
608 260000 150A 120/208V panelboard 1 ea 1,982.00 1,982
609 260000 100A 120/208V panelboard 2 ea 1,325.00 2,650
610 260000 TVSS 9 ea 1,500.00 13,500
611 260000 Emergency power off 1 ea 350.00 350
612 400A disconnect 1 ea 3,242.00 3,242
613 200A disconnect 1 ea 1,456.00 1,456
614 260000 Feeders
615 600A feed 70 lf 152.25 10,658
616 260000 250A feed 20 lf 50.00 1,000
617 260000 150A feed 170 lf 29.15 4,956
618 260000 100A feed 1,530 lf 20.85 31,901
619 60A feed 20 lf 14.80 296
620 UPS System
621 16KW/20KVA UPS 2 ea 15,000.00 30,000
622 260000 100A 120/208V double tub panelboard 2 ea 2,600.00 5,200
623 100A disconnect 2 ea 1,000.00 2,000
624 260000 Emergency power off 2 ea 350.00 700
625 260000 100A feed 150 lf 20.85 3,128
626 Photovoltaic System
627 Provision for roof mounted 50kw photovoltaic system 1 ls 10,000.00 10,000
628 260000 Equipment Wiring
629 260000 Split AC unit 5 ea 1,125.00 5,625
630 260000 Chiller 1 ea 5,000.00 5,000
631 260000 Cold water pump 2 ea 1,500.00 3,000
632 260000 DDC system feeds and connection, allow 1 ls 1,500.00 1,500
633 260000 Exhaust fan 1 ea 1,500.00 1,500
634 260000 Elevator 100A feed, connection & 100A FSS 1 ea 3,600.00 3,600
635 260000 Elevator cab power 20A feed, connection & 30A FSS 1 ea 1,450.00 1,450
636 260000 Kiln power, allow 1 ea 1,600.00 1,600
637 260000 MAU 1 ea 1,600.00 1,600
638 260000 Kitchen exhaust fan 1 ea 1,600.00 1,600
639 260000 Air Handling Unit 1 ea 2,500.00 2,500
640 260000 Hot water pump 2 ea 1,500.00 3,000
641 260000 Roof top unit 17 ea 2,500.00 42,500
642 260000 Kitchen equipment power 1 ls 10,000.00 10,000
643 Equipment wiring not yet depicted 215,000 sf 1.41 303,150
644 SUBTOTAL $1,278,346
645
646 D5020 LIGHTING & POWER647 260000 Lighting & Branch Power
648 260000 LP4 3 ea 400.00 1,200
649 260000 LP8 212 ea 640.00 135,680
650 260000 LPD1 17 ea 520.00 8,840
651 260000 LPD2 15 ea 650.00 9,750
652 260000 LPD3 22 ea 600.00 13,200
653 260000 LPD5 9 ea 900.00 8,100
Holbrook Schematic Design Estimate 5.23.14 Page 18 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
654 LPG 30 ea 600.00 18,000
655 LPG2 10 ea 600.00 6,000
656 LR14? 7 ea 320.00 2,240
657 260000 LR24? 3 ea 320.00 960
658 LRK? 15 ea 500.00 7,500
659 LRS? 6 ea 500.00 3,000
660 260000 LS4? 2 ea 130.00 260
661 260000 LWS? 400 lf 100.00 40,000
662 260000 PC1 10 ea 320.00 3,200
663 260000 RC1 8 ea 320.00 2,560
664 260000 RC2 29 ea 320.00 9,280
665 260000 SL4 12 ea 600.00 7,200
666 SL5 12 ea 600.00 7,200
667 260000 Exit sign 20 ea 230.00 4,600
668 Lighting not yet depicted 215,000 sf 3.75 806,250
669 260000 Lighting controls
670 260000 Single pole LV switch 100 ea 25.75 2,575
671 Single pole switch WP (allow at RTU) 17 ea 35.00
672 260000 Ceiling mounted occupancy sensor 100 ea 120.00 12,000
673 260000 Photo sensor 100 ea 150.00 15,000
674 Photo cell 1 ea 150.00 150
675 Lighting control not yet depicted 215,000 sf 1.00 215,000
676 260000 Branch devices
677 260000 Duplex receptacle 400 ea 20.20 8,080
678 260000 Double duplex receptacle 350 ea 40.00 14,000
679 Double duplex receptacle, allow 8 ea 40.00 320
680 260000 GFI duplex receptacle 80 ea 34.60 2,768
681 260000 Power connection to FA cabinet/panel 5 ea 100.00 500
682 RTU light connection, allow 17 ea 85.00 1,445
683 260000 Floor box 8 ea 200.00 1,600
684 Branch devices not yet depicted 215,000 sf 0.40 86,000
685 260000 Lighting & Branch Circuitry
686 260000 WP device plate 21 ea 16.30 342
687 TP device plate 62 ea 16.30 1,011
688 260000 Device plate 900 ea 3.75 3,375
689 260000 Device box 1,700 ea 22.20 37,740
690 260000 3/4" conduit 8,000 lf 7.00 56,000
691 260000 #12 THHN 50,000 lf 0.95 47,500
692 260000 #10 THHN 1,000 lf 1.10 1,100
693 260000 12-2 MC cable 18,000 lf 3.75 67,500
694 260000 12-3 MC cable 6,000 lf 4.35 26,100
695 Circuitry not yet depicted 215,000 sf 2.50 537,500
696 SUBTOTAL $2,232,626697
698 D5030 COMMUNICATION & SECURITY SYSTEMS699 260000 Telephone/Data/CATV
700 260000 Devices and cabling:
701 260000 PBX 1 ls 45,000.00 45,000
Holbrook Schematic Design Estimate 5.23.14 Page 19 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
702 260000 Handset 81 ea 120.00 9,720
703 Data-AB device 83 ea 40.00 3,320
704 Projector data, ceiling 81 ea 20.00 1,620
705 260000 2 port data device 266 ea 40.00 10,640
706 2 port data device in floor box 8 ea 40.00 320
707 260000 Teacher device 4 port 81 ea 80.00 6,480
708 260000 AV-2 device 89 ea 40.00 3,560
709 260000 AV-AB device 89 ea 40.00 3,560
710 260000 WAP device, ceiling mount 90 ea 250.00 22,500
711 260000 Cat6 UTP/fiber cabling 250,000 lf 1.15 287,500
712 260000 Backbone cabling 1,400 lf 25.00 35,000
713 260000 Rough-in:
714 260000 Device box with 1" conduit stub 860 ea 100.00 86,000
715 4" sleeve 38 ea 250.00 9,500
716 4" EMT 2,800 lf 20.00 56,000
717 260000 Cable tray, allow 200 lf 30.00 6,000
718 260000 MDF fit-out 1 ea 8,500.00 8,500
719 260000 IDF fit-out 4 ea 3,500.00 14,000
720 260000 Closet grounding 5 ea 500.00 2,500
721 260000 Backboard 5 ea 350.00 1,750
722 Telecommunications not yet depicted 215,000 sf 1.50 322,500
723 260000 Fire Alarm
724 260000 Fire alarm control panel voice evacuation 1 ea 45,000.00 45,000
725 260000 Fire alarm remote annunciator, allow 2 ea 1,325.00 2,650
726 260000 Fire alarm terminal cabinet 4 ea 1,500.00 6,000
727 260000 Master box 1 ea 4,500.00 4,500
728 260000 Knox box 1 ea 350.00 350
729 260000 Beacon 2 ea 260.00 520
730 260000 Manual pull station 12 ea 100.00 1,200
731 260000 Smoke detector 235 ea 120.00 28,200
732 260000 Duct smoke detector, allow 18 ea 420.00 7,560
733 260000 Heat detector, allow 2 ea 110.00 220
734 CO detector 13 ea 110.00 1,430
735 GD detector 2 ea 110.00 220
736 260000 Audio/visual device 123 ea 160.00 19,680
737 260000 Audio/visual device WP 1 ea 175.00 175
738 260000 Speaker/strobe device ceiling mount 132 ea 160.00 21,120
739 260000 Visual device 27 ea 95.00 2,565
740 Remote alarm indicator 4 ea 75.00 300
741 260000 Fire alarm drill switch 1 ea 250.00 250
742 260000 Elevator recall connection 2 ea 120.00 240
743 260000 Tamper/flow switch, allow 8 ea 215.00 1,720
744 260000 Control/monitor module 20 ea 215.00 4,300
745 260000 Wireguard, allow 4 ea 75.00 300
746 260000 Device box 600 ea 22.20 13,320
747 260000 3/4" conduit 10,000 lf 7.00 70,000
748 260000 #14 THHN 28,000 lf 0.85 23,800
749 260000 FA cable 7,000 lf 1.00 7,000
750 260000 FA MC cable 8,000 lf 4.35 34,800
Holbrook Schematic Design Estimate 5.23.14 Page 20 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
751 260000 Testing & programming 1 ls 14,000.00 14,000
752 Fire alarm not yet depicted 215,000 sf 0.50 107,500
753 260000 Wireless Clock System
754 260000 Wireless Master Clock head end with transceiver 1 ls 5,000.00 5,000
755 Clock repeater 1 ea 750.00 750
756 260000 Clock 100 ea 80.00 8,000
757 260000 Clock installation 100 ea 60.00 6,000
758 260000 Device box 100 ea 22.20 2,220
759 260000 3/4" EMT 6,000 lf 7.00 42,000
760 260000 12-3 MC cable 6,000 lf 3.75 22,500
761 Clock system not yet depicted 215,000 sf 0.25 53,750
762 260000 PA System
763 260000 Public address head end 1 ls 20,000.00 20,000
764 260000 Speaker, ceiling mount 81 ea 100.00 8,100
765 260000 Speaker V, ceiling mount 44 ea 100.00 4,400
766 Call button 81 ea 120.00 9,720
767 260000 Speaker, ceiling mount installation 125 ea 60.00 7,500
768 260000 Device box 210 ea 22.20 4,662
769 260000 3/4" EMT 11,000 lf 6.00 66,000
770 260000 Sound cabling 11,000 lf 1.25 13,750
771 PA system not yet depicted 215,000 sf 0.25 53,750
772 260000 Security System773 260000 Security head end 1 ls 40,000.00 40,000
774 260000 Beacon 1 ea 250.00 250
775 260000 Card reader 4 ea 750.00 3,000
776 260000 Door contact 18 ea 90.00 1,620
777 260000 Key pad, allow 1 ea 350.00 350
778 260000 Motion detector 20 ea 230.00 4,600
779 260000 Security camera, allow 10 ea 1,000.00 10,000
780 260000 Security camera WP, allow 16 ea 1,500.00 24,000
781 260000 Intercom master station 1 ea 1,500.00 1,500
782 260000 Intercom exterior station 4 ea 3,500.00 14,000
783 260000 Rough-in
784 260000 Power supply 4 ea 250.00 1,000
785 260000 Door junction box 4 ea 150.00 600
786 260000 Device box with 3/4" conduit stub 60 ea 90.00 5,400
787 260000 RG-6 2,500 lf 1.00 2,500
788 260000 Security cabling 4,500 lf 1.10 4,950
789 Security system not yet depicted 215,000 sf 0.50 107,500
790 260000 Auditorium Systems (Performing Arts)791 260000 Theatrical Dimming System
792 260000 Theatrical dimming system including: equipment, LV
power connections, & stage fixture package
1 ls 230,000.00 230,000
793 Stage Dimmer rack 1 ea Included
794 House Light Dimmer rack 1 ea Included
795 Dimmer rack installation 2 ea 1,500.00 3,000
796 Emergency light transfer switch, allow 6 circuit 1 ls 5,400.00 5,400
797 400A company switch 1 ea 5,500.00 5,500
798 400A feed 70 lf 106.85 7,480
Holbrook Schematic Design Estimate 5.23.14 Page 21 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
799 200A feed 40 lf 39.00 1,560
800 260000 Rough-in including: installation, 120V power, conduit
& LV wire
1 ls 100,000.00 100,000
801 System turn-on & training 1 ls Included
802 260000 Audio Visual Systems
803 260000 Auditorium AV system equipment & installation,
Architect allowance
1 ls 190,000.00 190,000
804 260000 Rough-in, allow 1 ls 60,000.00 60,000
805 260000 Gymnasium (Large) sound system equipment &
installation, Architect allowance
1 ls 50,000.00 50,000
806 260000 Rough-in, allow 1 ls 15,000.00 15,000
807 260000 Gymnasium (Small) sound system equipment &
installation, Architect allowance
1 ls 30,000.00 30,000
808 260000 Rough-in, allow 1 ls 10,000.00 10,000
809 Café-4500SF AV system equipment & installation,
Architect allowance
1 ls 50,000.00 50,000
810 260000 Rough-in, allow 1 ls 20,000.00 20,000
811 Café-3000SF AV system equipment & installation,
Architect allowance
1 ls 40,000.00 40,000
812 260000 Rough-in, allow 1 ls 15,000.00 15,000
813 Band-1500SF Sound system equipment &
installation, Architect allowance
1 ls 10,000.00 10,000
814 260000 Rough-in, allow 1 ls 2,500.00 2,500
815 Fitness Sound system equipment & installation,
Architect allowance
1 ls 10,000.00 10,000
816 260000 Rough-in, allow 1 ls 2,500.00 2,500 817 AV tie lines to studio, Architect allowance 1 ls 25,000.00 25,000 818 Rough-in, allow 1 ls 10,000.00 10,000 819 260000 Gymnasium Equipment
820 260000 Scoreboard 15A feed, connection, & 30A FSS (rough-
in only)
3 ea 2,500.00 7,500
821 260000 Motorized backstop 20A feed, connection, twist lock
receptacle & feed to key switch, allow
8 ea 1,500.00 12,000
822 SUBTOTAL $2,816,702
823
824 D5040 OTHER ELECTRICAL SYSTEMS825 Bleachers including press box826 260000 Misc. electrical work/feed for press box area 1 ls 50,000.00 50,000
827 Press box 100A panelboard 1 ea 2,000.00 2,000
828 NEMA 3R enclosure 1 ls 5,000.00 5,000
829 Digital sign WP connection 1 ea 500.00 500
830 Electrical work to press box, allow 1 ls 2,000.00 2,000
831 Concessions Building832 Concession stand 100A panelboard 1 ea 2,000.00 2,000
833 100A feed 1,200 lf 30.00 36,000
834 Electrical work to concession stand, allow 1 ls 2,000.00 2,000
835 260000 Miscellaneous836 260000 Cutting & patching 1 ls 20,000.00 20,000
837 Firestopping 1 ls 10,000.00 10,000
838 Commissioning 1 ls 20,000.00 20,000
839 260000 Fees & Permits 1 ls 60,000.00 60,000
840 260000 Lightning protection system 215,000 sf 0.40 86,000
841 260000 Seismic restraints 1 ls 20,000.00 20,000
842 260000 Temp power and lights 215,000 sf 0.50 107,500
843 SUBTOTAL $423,000844
Holbrook Schematic Design Estimate 5.23.14 Page 22 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
845 TOTAL - ELECTRICAL $6,750,674
846
847
848 E10 EQUIPMENT849
850 E10 EQUIPMENT, GENERALLY851 11500 Gym wall pads 1 ls 20,000.00 20,000
852 11500 Basketball backstops; swing up; electric operated 10 ea 9,800.00 98,000
853 11500 Gymnasium dividing net; electrically operated 2 loc 45,000.00 90,000
854 11500 Volleyball net and standards 1 ea 2,000.00 2,000
855 11500 Telescoping bleachers 625 seat 120.00 75,000
856 116820 Bleachers including press box 250 seat 430.00 107,500
857 11400 Food Service equipment 1 ls 400,000.00 400,000
858 011400 Scoreboard with controls and shot clock & wireless
controller
3 ea 10,000.00 30,000
859 011970 Theatrical Equipment Stage curtains, rigging and
controls
1 ls 350,000.00 350,000
860 10999 Electrically operated projection screens 4 loc 5,000.00 20,000
861 SUBTOTAL $1,192,500862
863 TOTAL - EQUIPMENT $1,192,500864
865
866 E20 FURNISHINGS867
868 E2010 FIXED FURNISHINGS869 12670 Entry mats & frames - recessed with carpet/rubber
strips
650 sf 45.00 29,250
870 12500 Window blinds 20,558 sf 6.00 123,348
871 12500 Electrically operated shades at Media room 850 sf 20.00 17,000
872 012610 Fixed seats at auditorium; fully upholstered 425 seat 290.00 123,250
873 012320 Counters, base cabinets, tall storage in classrooms
and other rooms
874 116000 Cubbies 100 opng 200.00 20,000 875 116000 General storage cabinet 116 ea 1,100.00 127,600 876 116000 Teacher wardrobe 72 ea 1,100.00 79,200 877 Science878 116000 Base 247 lf 400.00 98,800 879 116000 Wall 124 lf 200.00 24,800 880 116000 Mobile student table 60 ea 2,500.00 150,000 881 116000 Teacher bench 5 ea 3,000.00 15,000 882 Science Prep883 116000 Base 100 lf 400.00 40,000 884 116000 Wall 39 lf 200.00 7,800 885 Band
886 116000 Instrument storage 60 lf 800.00 48,000 887 Art888 116000 Base 120 lf 400.00 48,000 889 116000 Wall 110 lf 200.00 22,000 890 116000 Mobile student table 60 ea 2,500.00 150,000 891 116000 Art storage cabinetrs 8 ea 1,300.00 10,400 892 Reacher Planning
893 116000 Base cabinet with countertop 40 lf 275.00 11,000 894 116000 Wall cabinet 40 lf 190.00 7,600 895 Changing
Holbrook Schematic Design Estimate 5.23.14 Page 23 PMC - Project Management Cost
Holbrook Public Schools 23-May-14PK-12 SchoolHolbrook, MA
Schematic Design Estimate GFA 217,353
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
NEW PK-12 SCHOOL
896 116000 Base cabinet with countertop 22 lf 275.00 6,050 897 116000 Wall cabinet 22 lf 190.00 4,180 898 Kitchen
899 116000 Base cabinet with countertop 10 lf 275.00 2,750 900 116000 Wall cabinet 10 lf 190.00 1,900 901 Media Work Room
902 116000 Base cabinet with countertop 10 lf 275.00 2,750 903 116000 Wall cabinet 10 lf 190.00 1,900 904 Staff Dining
905 116000 Base cabinet with countertop 14 lf 275.00 3,850 906 116000 Wall cabinet 14 lf 190.00 2,660 907 116000 Miscellanous casework 217,353 sf 0.50 108,677 908 SUBTOTAL $1,287,765909
910 E2020 MOVABLE FURNISHINGS911 All movable furnishings to be provided and installed
by owner912 SUBTOTAL NIC 913
914 TOTAL - FURNISHINGS $1,287,765
915
916
917 F10 SPECIAL CONSTRUCTION918
919 F10 SPECIAL CONSTRUCTION920 Unheated Maintenance building (30 x 30) 1 ls 54,000.00 54,000
921 Concrete pad 900 sf 12.00 10,800
922 Concession building 300 sf 200.00 60,000
923 Restroom building 600 sf 300.00 180,000
924 Additional GCs 1 ls 100,000.00 100,000
925 SUBTOTAL $404,800926
927 TOTAL - SPECIAL CONSTRUCTION $404,800928
929
930 F20 SELECTIVE BUILDING DEMOLITION931
932 F2010 BUILDING ELEMENTS DEMOLITION933 See main summary for demolition of existing buildings934 SUBTOTAL935
936 F2020 HAZARDOUS COMPONENTS ABATEMENT937 02121 See main summary for HazMat allowance See Summary938 SUBTOTAL939
940 TOTAL - SELECTIVE BUILDING DEMOLITION
Holbrook Schematic Design Estimate 5.23.14 Page 24 PMC - Project Management Cost
Holbrook Public Schools 23-May-14
PK-12 School
Holbrook, MA
Schematic Design Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
SITEWORK
1
2 G SITEWORK3
4 G10 SITE PREPARATION & DEMOLITION5 02100 Site construction fence/barricades 4,000 lf 8.00 32,000 6 02100 Clear trees remove all stumps etc. 1 ls 10,000 10,000
7 02100 Pavement removal - grind up asphalt to reuse and
keep existing gravel base
61,175 sf 1.00 61,175
8 311000 Remove existing concrete ditch 540 lf 10.00 5,400
9 311000 Remove existing concrete pad 53 sf 2.50 133
10 311000 Remove existing water line 1,247 lf 10.00 12,470
11 311000 Remove existing drain line 3,451 lf 10.00 34,510
12 311000 Remove existing sanitary line 663 lf 10.00 6,630
13 311000 Remove existing utility structures 35 ea 250.00 8,750
14 311000 Cut and cap ex drainline 1 loc 500.00 500
15 311000 Remove existing utility pole 6 ea 750.00 4,500
16 311000 Remove existing underground propane tank 1 ea 10,000.00 10,000
17 311000 Remove existing sign 1 ea 150.00 150
18 311000 Remove existing mosquito magnet on concrete pad 4 loc 300.00 1,200
19 02100 Miscellaneous demolition 1 ls 10,000 10,000
20 02100 Allowance to protect and maintain the existing storm
drain pipe and end where new connections are to
occur
1 ls 5,000.00 5,000
21 Site Earthwork22 02200 Strip topsoil, store on site 23,400 cy 6.00 140,400 23 312000 Site cut/fill 73,608 cy 6.50 478,452
24 312000 Remove excess material 21,400 cy 12.00 256,800
25 312000 Allowance for boulder removal 1 ls 20,000.00 20,000
26 02200 Fine grading 92,074 sy 1.00 92,074 27 02200 Silt fence/erosion control, wash bays, stock piles 4,000 lf 10.00 40,000 28 02200 Construction entrance 1,030 sf 15.00 15,450 29 02200 Tree protection 1 ls 1,500.00 1,500 30 02200 Inlet protection 63 ea 250.00 15,750 31 02200 Silt fence maintenance and monitoring 1 ls 5,000.00 5,000 32 02200 Dust control/sweeper & water truck 1 ls 10,000.00 10,000 33 Hazardous Waste Remediation34 02121 Dispose/treat contaminated soils/water 1 ls 5,000.00 5,000 35 SUBTOTAL $1,282,84436
37 G20 SITE IMPROVEMENTS38 Roadways and Parking Lots39 Bituminous concrete paving 188,388 -
40 02200 gravel base; 12" thick 5,278 cy 28.00 147,784
41 02200 gravel base; 9" thick - reuse 1,699 cy 10.00 16,990
42 02610 bituminous concrete; 4" thick 20,932 sy 25.00 523,300
43 02610 Granite curbs; 6" x 18" 10,682 lf 32.00 341,824
44 Pedestrian Paving
45 Concrete paving
46 02200 gravel base; 8" thick 1,374 cy 28.00 38,472
47 03300 4" concrete paving 55,353 sf 6.50 359,795
48 Play Area
49 02200 gravel base; 8" thick 71 cy 28.00 1,988
50 03300 Play equipment 1 ls 150,000.00 150,000
51 03300 Resilient play area 2,850 sf 12.00 34,200
52 321000 Single solid lines, 4" thick 350 spc 20.00 7,000
Holbrook Schematic Design Estimate 5.23.14 Page 25 PMC - Project Management Cost
Holbrook Public Schools 23-May-14
PK-12 School
Holbrook, MA
Schematic Design Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
SITEWORK
53 321000 Wheelchair Parking 9 space 75.00 675 54 321000 HC curb cuts 28 loc 350.00 9,800 55 321000 Crosswalk striping 12 loc 900.00 10,800
56 321000 Other road markings 1 ls 2,500.00 2,500
57 323000 Bicycle racks 20 ea 750.00 15,000
58 323000 Allowance for benches, tables, trash receptacles 1 ls 50,000.00 50,000
59 323000 Flag pole and base 1 ls 6,000.00 6,000
60 323000 Bollards 40 loc 900.00 36,000
61 02700 New traffic signs 1 ls 15,000.00 15,000 62 02700 Fieldstone seatwall 433 lf 300.00 129,900
63 02700 Retaining wall allowance 1 ls 75,000.00 75,000
64 02700 New building entrance sign 1 loc 15,000.00 15,000 65 Football/Soccer Field and Track
66 329210 Artificial turf including drainage etc. 64,800 sf 9.00 583,200
67 323100 Track 35,933 sf 8.25 296,447
68 323100 Resilient surface "D" area 21,426 sf 8.25 176,765
69 323100 Line markings 1 ls 2,500.00 2,500
70 323100 Football Goal Posts 2 loc 4,000.00 8,000 71 323100 Soccer goals (movable) 2 loc 2,000.00 4,000
72 323100 Benches - allowance 4 loc 2,250.00 9,000
73 323100 Scoreboard 1 ls 24,000.00 24,000
74 323100 300 seat bleachers 1 ea 105,000.00 NIC
75 323100 Long jump, triple jump, javelin and high jump
equipment
1 ls 25,000.00 NIC
76 323100 Channel drain along inside of track 1,300 lf 35.00 45,500
77 Softball and Practice Fields78 312000 Gravel base - assumed 12" thick 5,407 cy 27.00 145,989
79 312000 Soil mix; reuse amended soil from on-site spoils 5,407 cy 12.00 64,884
80 323100 Sports turf mix 124,330 sf 0.25 31,083
81 323100 Drainage piping - 6" perforated PVC 21,670 sf 1.00 21,670 82 323100 Infield mix 21,670 sf 0.30 6,501
83 323100 Pitching mound; home plate 1 loc 2,750.00 2,750
84 323100 3 bases 1 loc 700.00 700
85 323100 Line markings w/ marking pins below grade 1 ls 3,000.00 3,000
86 323100 Foul poles 2 ea 1,500.00 3,000
87 323100 4' chain-link fence 335 lf 35.00 11,725
88 323100 single gates 2 ea 800.00 1,600
89 323100 Softball backstops 65 lf of backstop w/ canopy 1 ea 25,000.00 25,000
90 323100 Relocate existing dugouts 2 ea 2,500.00 NIC
91 323100 15' player benches 2 ea 1,900.00 3,800
92 323100 Scoreboard 2 ea 15,000.00 30,000
93 Landscaping94 312000 Soil amend existing stockpiled soil 17,993 cy 12.00 215,916
95 329300 Trees96 329300 Red Maple 3 - 3 1/2" cal 25 ea 1,250.00 31,250 97 329300 Zelkova 3 - 3 1/2" cal 25 ea 1,250.00 31,250 98 329300 Commendation Elm 3 - 3 1/2" cal 40 ea 1,250.00 50,000 99 329300 Pin Oak 3 - 3 1/2" cal 40 ea 1,250.00 50,000 100 Deciduous Shrubs101 329300 Red Twig Dogwood, #3 200 ea 100.00 20,000 102 329300 Yellow Twig Dogwood, #3 200 ea 100.00 20,000 103 329300 Chardonnay Pearls Deutzia #3 100 ea 100.00 10,000
Holbrook Schematic Design Estimate 5.23.14 Page 26 PMC - Project Management Cost
Holbrook Public Schools 23-May-14
PK-12 School
Holbrook, MA
Schematic Design Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
SITEWORK
104 Deciduous Shrubs105 329300 Goshikl False Holly, #3 150 ea 100.00 15,000 106 329300 Sweetbox, #3 150 ea 100.00 15,000 107 Deciduous Shrubs108 329300 Karl Foerster Feather Reed Grass, #3 500 ea 75.00 37,500 109 329300 Purple Lovegrass, #3 150 ea 75.00 11,250 110 329300 Nashville Purple Muhly, #3 150 ea 75.00 11,250 111 329300 Japanese Silver Grass, #3 200 ea 75.00 15,000 112 329300 Heavy Metal Switch Grass, #3 200 ea 75.00 15,000 113 329300 Little Bluestream Grass, #3 150 ea 75.00 11,250 114 329300 Siberian Graybeard Grass, #3 150 ea 75.00 11,250 115 Perennials116 329300 Moonshine Yarrow, #1 150 ea 37.50 5,625 117 329300 Butterfly Milkweed, #1 150 ea 37.50 5,625 118 329300 Coneflower, #1 150 ea 37.50 5,625 119 329300 Blue Glow Globe Thistle, #1 150 ea 37.50 5,625 120 329300 So White Wand Flower, #1 150 ea 37.50 5,625 121 329300 Floristan Violet Gayfeather, #1 150 ea 37.50 5,625 122 329300 Russian Sage, #1 150 ea 37.50 5,625 123 329300 Little Spire Russian Sage, #1 150 ea 37.50 5,625 124 329300 Short Toothed Mountain Mint, #1 150 ea 37.50 5,625 125 329300 Eastfriesland Meadow Sage, #1 150 ea 37.50 5,625 126 329300 Raspberry Delight Meadow Sage, #1 150 ea 37.50 5,625 127 329300 Fireworks Goldenron, #1 150 ea 37.50 5,625 128 Groundcover129 329300 Spurge, #1 1,500 ea 5.00 7,500 130 329300 Soft Rush Grass, #1 500 ea 5.00 2,500 131 329300 Black Eye Susan, #1 500 ea 5.00 2,500 132 329200 Ornamental Grasses 53,743 sf 0.50 26,872 133 329200 Seeding 371,275 sf 0.25 92,819 134 SUBTOTAL 4,258,749 135
136 G30 CIVIL MECHANICAL UTILITIES137 Includes all E&B138 Water supply139 330000 1 1/2" copper 576 lf 23.00 13,248
140 330000 New DI piping; 6" 450 lf 58.00 26,100
141 330000 New fire DI piping; 8" 102 lf 70.00 7,140
142 330000 New DI piping; 12" 3,856 lf 84.00 323,904
143 330000 New fire hydrant 4 loc 2,600.00 10,400
144 330000 FD connection 1 loc 2,000.00 2,000
145 330000 Gate valves 8 loc 750.00 6,000 146 330000 Connect to existing line (Wet Taps) 2 loc 3,000.00 6,000
#REF! Water connection to concessions building 300 lf 80.00 24,000
147 Sanitary sewer148 330000 8" PVC 1,190 lf 28.00 33,320 149 330000 6" PVC 700 lf 18.00 12,600
150 330000 SMH 8 ea 3,200.00 25,600
151 330000 Connect to exiting 1 loc 1,500.00 1,500 152 330000 6,000 gal grease trap 1 loc 12,000.00 12,000
#REF! Sewer connection to concessions building 150 lf 60.00 9,000
153 330000 Storm Sewer154 330000 WQS 3 ea 14,000.00 42,000
155 330000 OCS 3 ea 10,000.00 30,000
156 330000 Manhole 22 loc 3,500.00 77,000
157 330000 Connect to existing line 2 loc 2,500.00 5,000
Holbrook Schematic Design Estimate 5.23.14 Page 27 PMC - Project Management Cost
Holbrook Public Schools 23-May-14
PK-12 School
Holbrook, MA
Schematic Design Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
SITEWORK
158 330000 Catch basins 32 loc 3,200.00 102,400
159 330000 Area drains 10 loc 2,600.00 26,000
160 330000 Headwall 2 loc 3,000.00 6,000
161 330000 Flared ends 2 loc 500.00 1,000
162 312000 30" CPP 900 lf 80.00 72,000
163 312000 24" CPP 522 lf 65.00 33,930
164 312000 18" CPP 1,940 lf 55.00 106,700
165 312000 15" CPP 865 lf 48.00 41,520
166 312000 12" CPP 3,018 lf 40.00 120,720
167 330000 Roof drain 306 lf 25.00 7,650
168 330000 Roof leader connection 4 ea 350.00 1,400
169 330000 Infiltration systems 34,300 sf 22.00 754,600
170 330000 Bioswale 15,000 sf 4.00 60,000
171 Gas and Electrical service172 E&B trench for new lines, pipe and install by utilities
173 312000 New gas service 1,653 lf 25.00 41,325
174 SUBTOTAL $2,042,057175
176 G40 ELECTRICAL UTILITIES177 260000 Power
178 260000 Riser pole, connection at existing 1 ea 2,500.00 2,500
179 Handhole, new 2 ea 2,500.00 5,000
180 260000 Primary ductbank AA (power & FA)181 260000 1-2" & 2-4" PVC conduits 1,240 lf 60.00 74,400182 260000 Primary cabling 1,240 lf Utility company183 260000 Pad mounted transformer 1 ea Utility company184 260000 Transformer pad 1 ea 2,500.00 2,500185 260000 Secondary ductbank BB
186 260000 9-4" conduits with 3000A Secondary ductbank
cabling
70 lf 820.00 57,400
187 260000 Generator ductbank DD
188 260000 Generator ductbank - 2"+3-4" 600A & 150A feeder
& control wiring
190 lf 250.00 47,500
189 260000 Communications 190 260000 Handhole, new 4 ea 2,500.00 10,000
191 260000 Communications ductbank CC192 260000 4-4" PVC conduits 850 lf 80.00 68,000193 260000 Cabling 850 lf Utility company194 260000 Site Lighting195 SL1-2L 13 ea 3,600.00 46,800
196 SL1-4H 13 ea 3,600.00 46,800
197 SL1-5L 33 ea 3,200.00 105,600
198 260000 SL2/4H 4 ea 1,800.00 7,200
199 SL2 12 ea 1,800.00 21,600
200 SL6 2 ea 800.00 1,600
201 SL7 4 ea 320.00 1,280
202 260000 Pole base 63 ea 400.00 25,200
203 Bollard base 12 ea 300.00 3,600
204 260000 Circuitry 8,000 lf 11.50 92,000
205 Empty conduit for future sportsfield lighting 1 ls 10,000.00 10,000
206 SUBTOTAL 628,980 207
208 TOTAL - SITE DEVELOPMENT $8,212,630
Holbrook Schematic Design Estimate 5.23.14 Page 28 PMC - Project Management Cost
Total Project Budget
Holbrook Public Schools
Holbrook Elementary and Jr/Sr High Schools
New PK-12 SchoolDRAFT 5/23/2014
Total Project Budget: All costs associated with the
project are subject to 963 CMR 2.16(5) Estimated Budget
Scope Items Excluded from
the Basis of Estimated Total
Facilities Grant or Otherwise
Ineligible
Basis of Estimated Total
Facilities Grant1
Estimated Maximum Total
Facilites Grant1
Feasibility Study AgreementOPM Feasibility Study $160,000 $160,000
A&E Feasibility Study $450,000 $450,000
Env. & Site $100,000 $100,000
Other $86,272 $86,272
Feasibility Study Agreement Subtotal $796,272 $0 $796,272 $550,383
Administration
Legal Fees $120,000 $120,000 $82,944
Owner's Project Manager
Design Development $254,666 $254,666
Construction Contract Documents $382,226 $382,226
Bidding $138,889 $138,889
Construction Contract Administration $1,802,699 $1,802,699
Closeout $61,004 $61,004
Extra Services $100,000 $100,000
Reimbursable & Other Services $40,000 $40,000
Cost Estimates $100,000 $100,000
Advertising $20,000 $20,000
Permitting $50,000 $50,000
Owner's Insurance $80,000 $80,000
Other Administrative Costs $60,000 $60,000
Administration Subtotal $3,209,484 $0 $3,209,484 $2,218,395
Architecture and Engineering
Basic ServicesDesign Development $1,730,000 $1,730,000
Construction Contract Documents $2,550,000 $2,550,000
Bidding $330,000 $330,000
Construction Contract Administration $2,450,000 $2,450,000
Closeout $200,000 $200,000
Other Basic Services $300,000 $300,000
Basic Services Subtotal $7,560,000 $0 $7,560,000Reimbursable Services
Construction testing $25,000 $25,000
Printing (over minimum) $120,000 $120,000
Other Reimbursable Costs $180,000 $180,000
Hazardous Materials $240,000 $240,000
Geotech & Geo-Env. $200,000 $200,000
Site Survey $80,000 $80,000
Wetlands $80,000 $80,000
Traffic Studies $100,000 $100,000
Architectural/Engineering Subtotal $8,585,000 $0 $8,585,000 $5,933,952
CM @ Risk Preconstruction ServicesPre-Construction Services $600,000 $600,000 $414,720
Site Acquisition
Land/Building Purchase $0 $0
Appraisal Fees $0 $0
Recording fees $0 $0
Site Acquisition Subtotal $0 $0 $0 $0
Construction Costs
SUBSTRUCTURE
Foundations $2,531,769 $1,159,500 district office
Basement Construction $231,900 video lab
SHELL
Super Structure $6,504,027
Exterior Closure
Exterior Walls $5,023,603
Exterior Windows $2,025,365
Exterior Doors $98,200
Roofing $2,406,387
INTERIORS
Interior Construction $5,627,243
Staircases $329,710
Interior Finishes $4,453,772
SERVICES
Conveying Systems $182,300
Plumbing $3,017,750
HVAC $8,365,590
Fire Protection $814,450
Electrical $6,750,674
EQUIPMENT & FURNISHINGS
Equipment $1,192,500
Furnishings $1,287,765
SPECIAL CONSTRUCTION & DEMOLITION
Special Construction $404,800
Existing Building Demolition $578,640
In-Bldg Hazardous Material Abatement $1,004,500
Asbestos Cont'g Floor Mat'l Abatement $280,000 haz mat
Other Hazardous Material Abatement
BUILDING SITEWORK
Site Preparation $1,282,844
Site Improvements $4,258,749
Site Civil/ Mechanical Utilities $2,042,057
Site Electrical Utilities $628,980
Other Site Construction
Scope Excluded Site Cost $4,163,742
Construction Trades Subtotal $60,811,675 $5,835,142
Contingencies (Design and Pricing) $5,783,066 $554,910
D/B/B Sub-Contractor Bonds $0
D/B/B Insurance $0
D/B/B General Conditions $3,840,000 $368,465
D/B/B Overhead & Profit $1,216,234 $116,703
GMP Insurance $1,155,422 $110,868
Rev. 3: Mar 2013 Page 1 of 2
Total Project Budget
Holbrook Public Schools
Holbrook Elementary and Jr/Sr High Schools
New PK-12 SchoolDRAFT 5/23/2014
Total Project Budget: All costs associated with the
project are subject to 963 CMR 2.16(5) Estimated Budget
Scope Items Excluded from
the Basis of Estimated Total
Facilities Grant or Otherwise
Ineligible
Basis of Estimated Total
Facilities Grant1
Estimated Maximum Total
Facilites Grant1
GMP Fee $1,616,292 $155,090
GMP Contingency $2,168,650 $208,091
Escalation to Mid-Point of Construction $3,648,701 $350,109
Overall Excluded Construction Cost $11,049,115
Construction Budget $80,240,040 $18,748,492 $61,491,548 $42,502,958
Alternates$0
$0
$0
Alternates Subtotal $0 $0 $0 $0
Miscellaneous Project Costs
Utility company Fees $280,000 $280,000
Testing Services $300,000 $300,000
Swing Space/Modulars $0 $0
Other Project Costs (Mailing & Moving) $200,000 $200,000
Misc. Project Costs Subtotal $780,000 $0 $780,000 $539,136
Furnishings and Equipment
Furnishings $1,971,000 $657,000 $1,314,000
Equipment $0
Computer Equipment $1,971,000 $657,000 $1,314,000
FF&E Subtotal $3,942,000 $1,314,000 $2,628,000 $1,816,474
Soft Costs that exceed 20% of Const'n Cost $3,209,602 Change Order Cap
Project Budget $98,152,796 $23,272,094 $78,090,304 $53,976,018
Board Authorization 64.82 Reimbursement Rate Before Incentive Points
Design Enrollment 1,095 4.30 Total Incentive Points
Total Building Gross Floor Area (GSF) 217,353 69.12% MSBA Reimbursement Rate
Project Budget $98,152,796Scope Items Excluded or Otherwise Ineligible -$23,272,094 1.30 (0-2) Maintenance
Third Party Funding (Ineligible) $0 1.00 (0-1) CM @ Risk
Basis of Estimated Total Facilities Grant1 $74,880,702 0.00 (0-6) Newly Formed Regional School District
Reimbursement Rate 69.12% 0.00 (0-5) Major Reconstruction or Reno/Reuse
Estimated Maximum Total Facilities Grant1 $51,757,541 0
217,353
Potentially Eligible Construction Contingency2 $4,012,002 0.00 (0-1) Overly Zoning 40R and 40S
Potentially Eligible Owner's Contingency2 $802,400 0.00 (0-0.5) Overlay Zoning 100 units or 50% of units 1,2,
Total Potentially Eligible Contingency2 $4,814,402 or 3 family structures
Reimbursement Rate 69.12% 2.00 (0-2) Energy Efficiency - "Green Schools"
Potential Additional Contingency Grant Funds2 $3,327,715 0.00 (5) Model Schools
Maximum Total Facilities Grant $55,085,256 4.30 Total Incentive Points
Total Project Budget $102,967,198
NOTE: This template was prepared by the MSBA as a tool to assist Districts and their teams in the understanding of MSBA policies and practices and their potential impact on the MSBA’s calculation of a potential Basis of Total Facilities
Grant and potential Total Maximum Facilities Grant. This template does not contain a final, exhaustive list of all evaluations which the MSBA may use in determining whether items are eligible for reimbursement by the MSBA. The MSBA
will perform an independent analysis based on a review of information and estimates provided by the District for the proposed school project that may or may not agree with the estimates generated by the District using this template.
1. Does not include any potentially eligible contingency funds and is subject to review and audit by the MSBA.
2 - Pursuant to Section 3.20 of the Project Funding Agreement and the applicable policies and guidelines of the Authority, any project costs associated with the reallocation or transfer of funds from either the Owner's contingency or the
Construction contingency to other budget line items shall be subject to review by the Authority to determine whether any such costs are eligible for reimbursement by the Authority. All costs are subject to review and audit by the MSBA.
Rev. 3: Mar 2013 Page 2 of 2