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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

PROJECT MINUTES...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,

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Page 1: PROJECT MINUTES...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,

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

Page 2: PROJECT MINUTES...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,

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

Page 3: PROJECT MINUTES...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,
Page 4: PROJECT MINUTES...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,

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

Page 5: PROJECT MINUTES...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,
Page 6: PROJECT MINUTES...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,

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

Page 7: PROJECT MINUTES...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,

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

Page 8: PROJECT MINUTES...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,

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

Page 9: PROJECT MINUTES...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,

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

Page 10: PROJECT MINUTES...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,

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

Page 11: PROJECT MINUTES...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,

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

Page 12: PROJECT MINUTES...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,

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

Page 13: PROJECT MINUTES...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,

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

Page 14: PROJECT MINUTES...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,

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

Page 15: PROJECT MINUTES...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,

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

Page 16: PROJECT MINUTES...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,

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

Page 17: PROJECT MINUTES...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,

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

Page 18: PROJECT MINUTES...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,

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

Page 19: PROJECT MINUTES...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,

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

Page 20: PROJECT MINUTES...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,

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

Page 21: PROJECT MINUTES...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,

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

Page 22: PROJECT MINUTES...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,

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

Page 23: PROJECT MINUTES...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,

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

Page 24: PROJECT MINUTES...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,

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

Page 25: PROJECT MINUTES...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,

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

Page 26: PROJECT MINUTES...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,

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

Page 27: PROJECT MINUTES...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,

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

Page 28: PROJECT MINUTES...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,

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

Page 29: PROJECT MINUTES...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,

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

Page 30: PROJECT MINUTES...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,

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

Page 31: PROJECT MINUTES...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,

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

Page 32: PROJECT MINUTES...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,

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

Page 33: PROJECT MINUTES...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,

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

Page 34: PROJECT MINUTES...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,

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

Page 35: PROJECT MINUTES...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,

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

Page 36: PROJECT MINUTES...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,

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

Page 37: PROJECT MINUTES...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,

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