A n s e r A d v i s o r y 18 Tremont Street, STE 401, Boston, MA 02108 (617) 445-3555
To: Members of the Amherst Elementary School Building Committee
From: Margaret Wood
Date: June 1, 2022
Re: Preferred Schematic Report (PSR) Draft estimates
Building Committee members:
Attached to this memo are the following:
• DiNisco summary of projected construction and project costs
• A.M.Fogarty PSR Estimate (DiNisco estimator)
• PM&C PSR Estimate (Anser estimator)
As a reminder, the MSBA process requires us to provide (and to reconcile) two parallel estimates:
two sets of eyes on this material helps assure that the estimates are comprehensive.
As you will see the estimates provide a lot of detail. However, keep in mind that these are still
conceptual estimates and should be considered comparative to each other, as opposed to final
estimates for the project. DiNisco’s summary uses the A.M. Fogarty estimate as the estimate of
record: both estimates will be provided with a comparison as part of the PSR submission.
In preparing this comparison, DiNisco has used the same format as the PDP estimates with one major
difference, which is that the cost of ground source heat pumps and solar are included in the BASE
number for all options, rather than below the line. This is in response to the comments received on
the Preliminary Design Program (PDP) estimates. There may be savings related to other options
(such as air source) but the intention is to make this comparison across options simpler.
The Committee’s process to date has illustrated that the choice of options is not a straightforward
decision, and these estimates should be considered only a piece of the overall decision. As a
reminder, the goal is to identify the overall best value option which combines a cost-effective design
with educational program fit. The Committee is not required to select the option with the lowest
construction cost.
These numbers are slightly higher than the PDP estimates. I want to note that the project
contingencies which are listed on the attached summary (design contingency and estimating
contingency in particular) are intended to protect against further upticks in the market. This has
been a huge challenge for estimators in the past year. As part of the reconciliation process, we
(Design Team and OPM Team) discussed these contingencies as a group and jointly recommend the
contingency percentages shown.
Lastly, I want to note that a difference that is detailed in these estimates between the add/reno and
new construction options is the longer duration for add/reno (30 months assumed for add/reno, 26
months assumed for new). These durations are for the building, and we do anticipate other work
being done on the site outside of those durations to complete site work and planting, which have
seasonal considerations constraints.
2
PSR Pricing and BudgetMSBA Preferred Schematic Construction Budget • Cost comparison to evaluate alternatives• Preliminary design pricing
‣ Defines general building elements including town requirements‣ Defines general site work including town requirements
• PSR budget is the basis of design, design has not occurred• Cost estimates reflect MSBA / public K-12 school construction standards
Total Project Budget • Preliminary construction and soft costs• Preliminary MSBA reimbursement• Preliminary town share of project
Evaluation of Alternatives | Cost Comparisons
3
Fort River Site 575 Students
Wildwood Site 575 Students
CM-R 149a Reno/Add 108,000 SF
New 3-story 105,750 SF
New 2-story 105,750 SF
Reno/Add 108,000 SF
New 3-story 105,750 SF
New 2-story 105,750 SF
Addition $31,215,712 $30,936,753
Renovation $12,456,980 $11,180,223
New Const. $41,816,060 $42,457,779 $41,777,212 $42,384,829
Demolition $379,908 $738,000 $738,000 $379,908 $738,000 $738,000
HazMat $1,263,658 $1,263,658 $1,263,658 $1,642,719 $1,642,719 $1,642,719
Sitework $9,676,933 $11,082,902 $11,629,488 $6,940,149 $8,896,194 $8,928,594
Photovoltaics $2,492,200 $2,689,950 $2,534,150 $2,492,200 $2,689,950 $2,716,550
Ground Source Heat Costs $3,388,200 $3,388,200 $3,343,200 $3,388,200 $3,388,200 $3,343,200
Subcontractor Costs $60,873,591 $60,978,770 $61,966,275 $56,960,152 $59,132,275 $59,753,892
Contractor Mark-ups $25,716,443 $23,475,277 $23,798,291 $24,374,717 $23,518,149 $23,721,230
Subtotal Const. Cost $86,590,034 $84,454,047 $85,764,566 $81,334,869 $82,650,424 $83,475,122
Percent for Art $250,000 $250,000 $250,000 $250,000 $250,000 $250,000
Grand Total Const. Cost $86,840,034 $84,704,047 $86,014,566 $81,584,869 $82,900,424 $83,725,122
4
Fort River Site 575 Students
Wildwood Site 575 Students
CMR 149aConstruction
Reno/Add 108,000 SF
New 3-story 105,750 SF
New 2-story 105,750 SF
Reno/Add 108,000 SF
New 3-story 105,750 SF
New 2-story 105,750 SF
Grand Total Construction $86,840,034 $84,704,047 $86,014,566 $81,584,869 $82,900,424 $83,725,122
Total Project Costs (1.25x) $108,550,043 $105,880,059 $107,518,208 $101,981,086 $103,625,530 $104,656,403
Grand Total Project Costs $108,550,043 $105,880,059 $107,518,208 $101,981,086 $103,625,530 $104,656,403
Project costs include: • OPM/Designer fees • Town agency reviews • Hazardous materials abatement • Utility fees • Administrative costs
• Furniture & Equipment • Technology • Moving • Contingencies • Construction testing / oversight for structural, soils, geotechnical, demolition, etc.
Evaluation of Alternatives | Cost Comparisons
5
Fort River Site 575 Students
Wildwood Site 575 Students
Ch. 149 DBB Construction Reno/Add 108,000 SF
New 3-story 105,750 SF
New 2-story 105,750 SF
Reno/Add 108,000 SF
New 3-story 105,750 SF
New 2-story 105,750 SF
Subtotal Constrn Cost $77,697,723 $78,903,401 $76,038,390 $76,797,112
Percent for Art $250,000 $250,000 $250,000 $250,000
Grand Total Construction $77,947,723 $79,153,401 $76,288,390 $77,047,112
Total Project Costs (1.25x) $97,434,654 $98,941,751 $95,360,488 $96,308,890
Project costs include: • OPM/Designer fees • Town agency reviews • Hazardous materials abatement • Utility fees • Administrative costs
• Furniture & Equipment • Technology • Moving • Contingencies • Construction testing / oversight for structural, soils, geotechnical, demolition, etc.
Evaluation of Alternatives | Cost Comparisons
Fort River and Wildwood Elementary SchoolAmherst, MA
PSR ESTIMATEGRAND SUMMARY
CM - CHP 149AFORT RIVER
OPTION NO. 0 RENOVATION ONLY $39,444,548RENOVATION/ADDITION:
FORT RIVEROPTION NO. 1 ADDITION/RENOVATION $86,590,034OPTION NO. 2 - NEW CONSTRUCTION - 3 STORY $84,454,047OPTION NO. 3 - NEW CONSTRUCTION - 2 STORY $85,764,566
WILDWOODOPTION NO. 4 ADDITION/RENOVATION $80,825,848OPTION NO. 5 - NEW CONSTRUCTION - 3 STORY $82,147,526OPTION NO. 6 - NEW CONSTRUCTION - 2 STORY $82,972,224
NO.1 - IN LEIU OF GSHP SUBSTITTUE ASHP w/ REVISED PVOPTION NO. 1 ADDITION/RENOVATION ($2,246,845)OPTION NO. 2 - NEW CONSTRUCTION - 3 STORY ($1,924,418)OPTION NO. 3 - NEW CONSTRUCTION - 2 STORY ($1,532,918)OPTION NO. 4 ADDITION/RENOVATION ($2,436,957)OPTION NO. 5 - NEW CONSTRUCTION - 3 STORY ($1,924,418)OPTION NO. 6 - NEW CONSTRUCTION - 2 STORY ($1,532,918)
June 1, 2022
“Construction Cost Consultants”
175 D erby St ., Suite 5, Hin gh a m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (7 81 ) 740-2 652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 1
Fort River and Wildwood Elementary SchoolAmherst, MA
PSR ESTIMATEGRAND SUMMARY
DB - CHP 149FORT RIVER
FORT RIVEROPTION NO. 2 - NEW CONSTRUCTION - 3 STORY $77,697,723OPTION NO. 3 - NEW CONSTRUCTION - 2 STORY $78,903,401
WILDWOODOPTION NO. 5 - NEW CONSTRUCTION - 3 STORY $75,575,724OPTION NO. 6 - NEW CONSTRUCTION - 2 STORY $76,334,446
NO.1 - IN LEIU OF GSHP SUBSTITTUE ASHP w/ REVISED PVOPTION NO. 1 ADDITION/RENOVATION ($2,067,097)OPTION NO. 2 - NEW CONSTRUCTION - 3 STORY ($1,770,465)OPTION NO. 3 - NEW CONSTRUCTION - 2 STORY ($1,410,285)OPTION NO. 4 ADDITION/RENOVATION ($2,242,000)OPTION NO. 5 - NEW CONSTRUCTION - 3 STORY ($1,770,465)OPTION NO. 6 - NEW CONSTRUCTION - 2 STORY ($1,410,285)
June 1, 2022
“Construction Cost Consultants”
175 D erby St ., Suite 5, Hin gh a m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (7 81 ) 740-2 652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 2
PSRFort River and Wildwood Elementary School
Amherst, MA
1-Jun-22
Designer: DiNisco Design
FORT RIVEROPTION 0 - RENOVATION REPAIR
GSF COST TOTALPER S.F.
RENOVATION 82,000 GSF $284.08 $23,294,500
HAZARDOUS WASTE REMOVAL ALLOW $1,263,658
SITEWORK $500,000
TEMPORARY CLASSROOM SWING SPACE NIC
---------------TOTAL DIRECT COST $25,058,158
CM CHPTR 149a
DESIGN CONTINGENCY 15% $3,758,724CM CONTINGENCY 3% $864,506ESCALATION ( bid summer 2024 ) 11% $3,169,857
GENERAL CONDITIONS 24 MOS $150,000 $3,600,000GENERAL REQUIREMENTS 3.0% $1,093,537BUILDING PERMIT waived 0% $0P&P BOND & GL INSURANCE 2% $750,896PROFIT 3% $1,148,870
---------------TOTAL CONSTRUCTION COST $39,444,548
COST PER SF $481.03
“Construction Cost Consulta nts”
17 5 Derby St ., Suite 5, Hin gha m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (781) 740-2652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 3
PSRFort River and Wildwood Elementary School
Amherst, MA
1-Jun-22
Designer: DiNisco Design
FORT RIVEROPTION 1 - RENOVATION ADDITION
GSF COST TOTALPER S.F.
ADDITION 68,212 GSF $517.45 $35,296,612
RENOVATION 39,788 GSF $347.27 $13,817,280
DEMOLITION 42,212 GSF $9.00 $379,908
SITEWORK $10,116,133
HAZARDOUS WASTE REMOVAL ALLOW $1,263,658
TEMPORARY CLASSROOM SWING SPACE NIC
---------------TOTAL DIRECT COST $60,873,591
CM CHPTR 149a
DESIGN CONTINGENCY 12% $7,304,831PHASING PREMIUM 1.5% $913,104CM CONTINGENCY 2% $1,363,568ESCALATION ( bid summer 2024 ) 8.0% $5,454,274
GENERAL CONDITIONS 30 MOS $150,000 $4,500,000GENERAL REQUIREMENTS 3.0% $2,412,281BUILDING PERMIT waived 0% $0P&P BOND & GL INSURANCE 2% $1,656,433PROFIT 2.5% $2,111,952
---------------TOTAL CONSTRUCTION COST $86,590,034
COST PER SF $801.76
“Construction Cost Consulta nts”
17 5 Derby St ., Suite 5, Hin gha m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (781) 740-2652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 4
PSRFort River and Wildwood Elementary School
Amherst, MA
1-Jun-22
Designer: DiNisco Design
FORT RIVEROPTION 2 - NEW CONSTRUCTION
GSF COST TOTALPER S.F.
NEW CONSTRUCTION - 3 STORY 105,750 GSF $448.75 $47,455,010
DEMOLITION 82,000 GSF $9.00 $738,000
SITEWORK $11,522,102
HAZARDOUS WASTE REMOVAL ALLOW $1,263,658
TEMPORARY CLASSROOM SWING SPACE NIC
---------------TOTAL DIRECT COST $60,978,770
CM CHPTR 149a
DESIGN CONTINGENCY 12% $7,317,452CM CONTINGENCY 2% $1,365,924ESCALATION ( bid summer 2024 ) 8.0% $5,463,698
GENERAL CONDITIONS 22 MOS $150,000 $3,300,000GENERAL REQUIREMENTS 3.0% $2,352,775BUILDING PERMIT waived 0% $0P&P BOND & GL INSURANCE 2% $1,615,572PROFIT 2.5% $2,059,855
---------------TOTAL CONSTRUCTION COST $84,454,047
COST PER SF $798.62
“Construction Cost Consulta nts”
17 5 Derby St ., Suite 5, Hin gha m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (781) 740-2652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 5
PSRFort River and Wildwood Elementary School
Amherst, MA
1-Jun-22
Designer: DiNisco Design
FORT RIVEROPTION 3 - NEW CONSTRUCTION
GSF COST TOTALPER S.F.
NEW CONSTRUCTION - 2 STORY 105,750 GSF $454.64 $48,078,629
DEMOLITION 82,000 GSF $9.00 $738,000
SITEWORK $11,886,288
HAZARDOUS WASTE REMOVAL ALLOW $1,263,658
TEMPORARY CLASSROOM SWING SPACE NIC
---------------TOTAL DIRECT COST $61,966,575
CM CHPTR 149a
DESIGN CONTINGENCY 12% $7,435,989CM CONTINGENCY 2% $1,388,051ESCALATION ( bid summer 2024 ) 8.0% $5,552,205
GENERAL CONDITIONS 22 MOS $150,000 $3,300,000GENERAL REQUIREMENTS 3.0% $2,389,285BUILDING PERMIT waived 0% $0P&P BOND & GL INSURANCE 2% $1,640,642PROFIT 2.5% $2,091,819
---------------TOTAL CONSTRUCTION COST $85,764,566
COST PER SF $811.01
“Construction Cost Consulta nts”
17 5 Derby St ., Suite 5, Hin gha m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (781) 740-2652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 6
PSRFort River and Wildwood Elementary School
Amherst, MA
1-Jun-22
Designer: DiNisco Design
WILDWOODOPTION 4 - RENOVATION ADDITION
GSF COST TOTALPER S.F.
ADDITION 68,212 GSF $517.06 $35,269,653
RENOVATION 39,788 GSF $317.29 $12,624,523
DEMOLITION 42,212 GSF $9.00 $379,908
SITEWORK $7,043,349
HAZARDOUS WASTE REMOVAL ALLOW $1,263,658
TEMPORARY CLASSROOM SWING SPACE NIC
---------------TOTAL DIRECT COST $56,581,091
CM CHPTR 149a
DESIGN CONTINGENCY 12% $6,789,731PHASING PREMIUM 1.5% $848,716CM CONTINGENCY 2% $1,267,416ESCALATION ( bid summer 2024 ) 8.0% $5,069,666
GENERAL CONDITIONS 30 MOS $150,000 $4,500,000GENERAL REQUIREMENTS 3.0% $2,251,699BUILDING PERMIT waived 0% $0P&P BOND & GL INSURANCE 2% $1,546,166PROFIT 2.5% $1,971,362
---------------TOTAL CONSTRUCTION COST $80,825,848
COST PER SF $748.39
“Construction Cost Consulta nts”
17 5 Derby St ., Suite 5, Hin gha m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (781) 740-2652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 7
PSRFort River and Wildwood Elementary School
Amherst, MA
1-Jun-22
Designer: DiNisco Design
WILDWOODOPTION 5 - NEW CONSTRUCTION
GSF COST TOTALPER S.F.
NEW CONSTRUCTION - 3 STORY 105,750 GSF $448.38 $47,416,162
DEMOLITION 82,000 GSF $9.00 $738,000
SITEWORK $9,335,394
HAZARDOUS WASTE REMOVAL ALLOW $1,263,658
TEMPORARY CLASSROOM SWING SPACE NIC
---------------TOTAL DIRECT COST $58,753,214
CM CHPTR 149a
DESIGN CONTINGENCY 12% $7,050,386CM CONTINGENCY 2% $1,316,072ESCALATION ( bid summer 2024 ) 8.0% $5,264,288
GENERAL CONDITIONS 26 MOS $150,000 $3,900,000GENERAL REQUIREMENTS 3.0% $2,288,519BUILDING PERMIT waived 0% $0P&P BOND & GL INSURANCE 2% $1,571,450PROFIT 2.5% $2,003,598
---------------TOTAL CONSTRUCTION COST $82,147,526
COST PER SF $776.81
“Construction Cost Consulta nts”
17 5 Derby St ., Suite 5, Hin gha m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (781) 740-2652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 8
PSRFort River and Wildwood Elementary School
Amherst, MA
1-Jun-22
Designer: DiNisco Design
WILDWOODOPTION 6 - NEW CONSTRUCTION
GSF COST TOTALPER S.F.
NEW CONSTRUCTION - 2 STORY 105,750 GSF $453.95 $48,005,379
DEMOLITION 82,000 GSF $9.00 $738,000
SITEWORK $9,367,794
HAZARDOUS WASTE REMOVAL ALLOW $1,263,658
TEMPORARY CLASSROOM SWING SPACE NIC
---------------TOTAL DIRECT COST $59,374,831
CM CHPTR 149a
DESIGN CONTINGENCY 12% $7,124,980CM CONTINGENCY 2% $1,329,996ESCALATION ( bid summer 2024 ) 8.0% $5,319,985
GENERAL CONDITIONS 26 MOS $150,000 $3,900,000GENERAL REQUIREMENTS 3.0% $2,311,494BUILDING PERMIT waived 0% $0P&P BOND & GL INSURANCE 2% $1,587,226PROFIT 2.5% $2,023,713
---------------TOTAL CONSTRUCTION COST $82,972,224
COST PER SF $784.61
“Construction Cost Consulta nts”
17 5 Derby St ., Suite 5, Hin gha m, MA 02043
[email protected] TEL: (781) 749-72 72 ● FAX: (781) 740-2652
& Assoc., Inc. A.M. Fogarty
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 9
PROJECT: Fort River and Wildwood Elementary SchoolLOCATION: Amherst, MACLIENT: DiNisco DesignDATE: 01-Jun-22
SUMMARY
Fort River Elem. School - Renovation 6/1/22=============================================================================================================
RENOVATIONDESCRIPTION UNIT COST UNIT QUANTITY TOTAL
=============================================================================================================
RENOVATION EXISTING SCHOOL
Minor Structural Repair $1.00 GSF 82,000 $82,000ADA Interior Doors:Rework Int Part , Doors $30 GSF 82,000 $2,460,000Replace all Finishes $40 GSF 82,000 $3,280,000New Sprinkler System $8 GSF 82,000 $656,000Replace Plumbing $22 GSF 82,000 $1,804,000HVAC Replacement $65 GSF 82,000 $5,330,000Replace Entire Electrical System $45 GSF 82,000 $3,690,000ROOFING:Replace Roofing and Flashing $30 SF 82,000 $2,460,000EXTERIOR WALLWindow System - 40% $165.00 SF 13,500 $2,227,500Masonry Restoration $10.00 SF 45,000 $450,000Insulate Exterior Wall $14.00 SF 45,000 $630,000Misc. Exterior Work $5.00 SF 45,000 $225,000
----------$23,294,500
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 10
PROJECT: Fort River and Wildwood Elementary SchoolLOCATION: Amherst, MACLIENT: DiNisco DesignDATE: 01-Jun-22
No.: 22025 SUMMARYOPT NO. 1 OPT NO. 1 OPTION NO. 2 OPTION NO. 3
FORT RIVER SITE RENOVATION ADDITION 3 STORY 2 STORYESTIMATE ESTIMATE ESTIMATE ESTIMATE
A. SUBSTRUCTURE TOTAL TOTAL TOTAL TOTAL
A10 - FOUNDATIONS A1010 STANDARD FOUNDATIONS $238,000 $1,501,809 $2,669,947 $3,065,191 A1020 SPECIAL FOUNDATIONS $0 $0 $0 $0 A1030 SLAB ON GRADE $1,062,605 $1,085,562 $747,008 $917,952A20 - BASEMENT CONSTRUCTION A2010 BASEMENT EXCAVATION $0 $0 $0 $0 A2020 BASEMENT WALLS $0 $0 $0 $0B. SHELLB10 - SUPERSTRUCTURE B1010 FLOOR CONSTRUCTION $0 $1,359,892 $3,159,904 $2,548,561 B1020 ROOF CONSTRUCTION $715,820 $1,833,863 $2,070,893 $2,428,614B20 - EXTERIOR ENCLOSURE B2010 EXTERIOR WALLS $547,531 $2,249,561 $3,564,407 $3,590,218 B2020 EXTERIOR WINDOWS $706,875 $869,020 $1,368,060 $1,338,640 B2030 EXTERIOR DOORS $31,000 $73,500 $137,600 $118,100B30 - ROOFING B3010 ROOF COVERINGS $1,813,955 $1,812,070 $2,013,053 $2,474,059 B3020 ROOF OPENINGS $0 $4,250 $4,250 $4,250C. INTERIORSC10 - INTERIOR CONSTRUCTION C1010 PARTITIONS $1,133,716 $2,062,781 $3,189,703 $3,117,829 C1020 INTERIOR DOORS $258,622 $506,478 $750,475 $760,475 C1030 FITTINGS $285,464 $833,176 $1,235,713 $1,222,863C20 - STAIRS C2010 STAIR CONSTRUCTION $0 $229,000 $229,000 $229,000 C2020 STAIR FINISHES $0 $37,500 $37,500 $37,500C30 - INTERIOR FINISHES C3010 WALL FINISHES $407,827 $699,173 $1,083,938 $1,083,938 C3020 FLOOR FINISHES $427,721 $733,279 $1,136,813 $1,136,813 C3030 CEILING FINISHES $477,456 $818,544 $1,269,000 $1,269,000
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 11
OPT NO. 1 OPT NO. 1 OPTION NO. 2 OPTION NO. 3RENOVATION ADDITION 3 STORY 2 STORY
Fort River Elem. School - PSR ESTIMATE ESTIMATE ESTIMATE ESTIMATETOTAL TOTAL TOTAL TOTAL
D. SERVICESD10 - CONVEYING D1010 ELEVATORS & LIFTS $0 $190,000 $280,000 $190,000D20 - PLUMBING D2010 PLUMBING $619,699 $1,965,451 $2,412,630 $2,470,588D30 - HVAC D3010 HVAC $2,218,134 $7,761,239 $9,720,479 $9,675,479D40 - FIRE PROTECTION D4010 SPRINKLERS $218,834 $375,166 $581,625 $581,625D50 - ELECTRICAL D5010 ELECTRICAL SERVICE & DISTRIBUTION $398,410 $908,590 $1,215,125 $1,215,125 D5020 LIGHTING & BRANCH WIRING $493,371 $845,829 $1,311,300 $1,311,300 D5030 COMMUNICATION & SECURITY $400,198 $784,802 $1,165,875 $1,165,875 D5090 OTHER ELECTRICAL SYSTEMS $493,371 $3,252,829 $3,580,050 $3,606,650E. EQUIPMENT & FURNISHINGSE10 - EQUIPMENT E1010 COMMERCIAL EQUIPMENT $0 $750,000 $750,000 $750,000 E1090 OTHER EQUIPMENT $0 $176,300 $176,300 $176,300E20 - FURNISHINGS E 2010 FIXED FURNISHINGS $31,500 $1,576,950 $1,594,365 $1,592,685 E2020 MOVABLE FURNISHINGS $0 $0 $0 $0F. SPECIAL CONSTRUCTION & DEMOLITIONF10 - SPECIAL CONSTRUCTION F1010 SPECIAL STRUCTURES $0 $0 $0 $0 F1020 INTEGRATED CONSTRUCTION $0 $0 $0 $0 F1030 SPECIAL CONSTRUCTION SYSTEMS $0 $0 $0 $0 F1040 SPECIAL FACILITIES $0 $0 $0 $0 F1050 SPECIAL CONTROLS & INSTRUMENTATION $0 $0 $0 $0F20 - SELECTIVE BUILDING DEMOLITION F2010 BUILDING ELEMENTS DEMOLITION $837,172 $0 $0 $0 F2020 HAZARDOUS COMPONENTS ABATEMENT $0 $0 $0 $0
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 12
OPT NO. 1 OPT NO. 1 OPTION NO. 2 OPTION NO. 3RENOVATION ADDITION 3 STORY 2 STORY
Fort River Elem. School - PSR ESTIMATE ESTIMATE ESTIMATE ESTIMATETOTAL TOTAL TOTAL TOTAL
G. BUILDING SITEWORKG10 - SITE PREPARATION G1010 SITE CLEARING $0 $426,652 $419,152 $419,152 G1020 SITE DEMOLITION & RELOCATIONS $0 $530,743 $530,743 $530,743 G1030 SITE EARTHWORK $0 $1,032,040 $1,455,400 $1,455,400 G1040 HAZARDOUS WASTE REMEDIATION $0 $0 $0 $0G20 - SITE IMPROVEMENTS G2010 ROADWAYS $0 $807,162 $1,120,902 $1,159,180 G2020 PARKING LOTS $0 $0 $0 $0 G2030 PEDESTRIAN PAVING $0 $356,476 $435,165 $738,631 G2040 SITE DEVELOPMENT $0 $2,410,836 $2,996,688 $2,809,695 G2050 LANDSCAPING $0 $2,642,552 $2,455,652 $2,556,134G30 - SITE MECHANICAL UTILITIES G3010 WATER SUPPLY $0 $170,000 $170,000 $170,000 G3020 SANITARY SEWER $0 $266,600 $266,600 $266,600 G3030 STORM SEWER $0 $932,948 $997,500 $1,127,204 G3040 HEATING DISTRIBUTION $0 $0 $0 $0 G3050 COOLING DISTRIBUTION $0 $0 $0 $0 G3060 FUEL DISTRIBUTION $0 $0 $0 $0 G3090 OTHER SITE MECHANICAL UTILITIES $0 $0 $0 $0G40 - SITE ELECTRICAL UTILITIES G4010 ELECTRICAL DISTRIBUTION $0 $242,000 $242,000 $242,000 G4020 SITE LIGHTING $0 $298,125 $432,300 $411,550
--------- --------- --------- ---------TOTAL DIRECT COST $13,817,280 $45,412,745 $58,977,112 $59,964,917
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
A. SUBSTRUCTURE
A10 - FOUNDATIONS
A1010 STANDARD FOUNDATIONS
033000 CAST IN PLACE CONCRETE
Foundations (assume 28' column grid ):Wall Footing 1' x 3': $525.00 CY $0 87 $45,675 129 $67,725 171 $89,775Frost wall - 4 'x 16" $1,035.00 CY $0 138 $142,830 204 $211,140 282 $291,870Frost wall - 4' x 20" $10,000.00 CY $0 19 $190,000 32 $320,000 27 $270,000Perm Column Footing 22" x 7'-6"sq $625.00 CY $0 0 $0 206 $128,750 0 $0Perm Column Footing 18" x 5'-6"sq $625.00 CY $0 59 $36,875 0 $0 146 $91,250Int Column Footing 28" x 10' sq. $625.00 CY $0 0 $0 415 $259,375 0 $0Int Column Footing 24" x 8' sq. $625.00 CY $0 282 $176,250 0 $0 360 $225,000Entry Canopy column/piers $1,200.00 EA $0 8 $9,600 8 $9,600 8 $9,600Elev Mat - 18" $650.00 CY $0 8 $5,200 8 $5,200 8 $5,200Elev pit wall $1,100.00 CY $0 6 $6,600 6 $6,600 6 $6,600Grade Beam $700.00 CY $0 10 $7,000 10 $7,000 15 $10,500Pilasters $1,200.00 CY $0 20 $24,000 25 $30,000 40 $48,000Equipment pads $7,500.00 LS $0 1 $7,500 1 $7,500 1 $7,500Anchor bolt and grout $245.00 EA $0 86 $21,070 102 $24,990 152 $37,240
Seismic Reinforcing:Shear wall Grade Beam $750.00 LF 196 $147,000Tie Into existing/augment Columns $5,000.00 EA 14 $70,000
072100 INSULATION
2" Rigid ext. found. insul w/prot.bd $3.95 SF 3,120 $12,324 4,644 $18,344 6,072 $23,984
071000 DAMPPROOF., WATERPROOF. & CAULKING*
Foundation dampproofing $2.30 SF 3,120 $7,176 4,644 $10,681 6,072 $13,966
310000 EARTHWORK
Geopiers - (assumed 10' outside of perm) 18.00 SF 24,484 $440,712 57,160 $1,028,880 71,213 $1,281,83424" Structural fill $36.00 CY 1,814 $65,291 4,234 $152,427 5,275 $189,90148" Structural fill $36.00 CY
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Perimeter Found Drain $42.00 LF 500 $21,000 780 $32,760 1,200 $50,400 1,518 $63,756Under slab Drain $1.50 SF 41,684 $62,526 45,590 $68,385 56,033 $84,050
Foundation Earthwork: Foundation excavation / backfill $5.00 SF 41,684 $208,420 45,590 $227,950 56,033 $280,165Dewatering $35,000.00 LS 1 $35,000 1 $35,000
---------- ---------- ---------- ----------$238,000 $1,501,809 $2,669,947 $3,065,191
A1030 SLAB ON GRADE
310000 EARTHWORK
6" Gravel base $32.00 CY 772 $24,704 844 $27,008 1,037 $33,184
033000 CAST IN PLACE CONCRETE
6" Slab on Grade:3500 psi, NW, (incl. placement) $275.00 CY 845 $232,375 1,038 $285,450Rebat #4 @ 12" oc ew $1.55 LBS 79,783 $123,663 98,058 $151,990Control Joint $3.50 LF 3,040 $10,640 3,735 $13,073Trowel Finish $2.30 SF 45,590 $104,857 56,033 $128,876
Structural Slab $20.00 SF 39,788 $795,760 41,684 $833,680
Slab Elevation Difference:Allow for ramp up to new Addition $50,000.00 LS 1 $50,000
072100 INSULATION
4" Rigid Slab Insul. - 100% $4.35 SF 39,788 $173,078 41,684 $181,325 45,590 $198,317 56,033 $243,744
072616 BELOW GRADE VAPOR RETARDER
Stegro vapor barrier $1.10 SF 39,788 $43,767 41,684 $45,852 45,590 $50,149 56,033 $61,636
---------- ---------- ---------- ----------$1,062,605 $1,085,562 $747,008 $917,952
TOTAL A10 FOUNDATIONS $1,300,605 $2,587,370 $3,416,955 $3,983,143
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
B. SHELL
B10 - SUPERSTRUCTURE
B1010 FLOOR CONSTRUCTION
051200 STRUCTURAL STEEL
New Construction:Floor frame (13.5 lbs / SF) $5,050.00 TONS 179.064 $904,273 335.590 $1,694,728Floor frame (14 lbs / SF) $5,050.00 TONS 421.120 $2,126,656Shear stud (25/100 SF) $5.50 EA 6,632 $36,476 15,040 $82,720 12,419 $68,305
033000 CAST IN PLACE CONCRETE
5 1/2" NW Deck fill $9.40 SF 26,528 $249,363 60,160 $565,504 49,717 $467,340
053100 STEEL DECKING
2" x 18 Ga. comp deck $5.90 SF 26,528 $156,515 60,160 $354,944 49,717 $293,330
072100 INSULATION
Spray on fireproofing - minor shafts $0.50 SF 26,528 $13,264 60,160 $30,080 49,717 $24,859
---------- ---------- ---------- ----------$0 $1,359,892 $3,159,904 $2,548,561
B1020 ROOF CONSTRUCTION
033000 CAST IN PLACE CONCRETE
6" NW Deck fill $9.00 SF 5,000 $45,000 7,500 $67,500 7,500 $67,500
051200 STRUCTURAL STEEL
New Construction:Floor frame (13.5 lbs / SF) $5,050.00 TONS 281.367 $1,420,903 378.223 $1,910,025Floor frame (14 lbs / SF) $5,050.00 TONS 319.130 $1,611,607Roof Screen Frame $4,400.00 TONS 6 $26,400 6 $26,400 5 $22,000Galv. RTU dunnage - allow $5,400.00 TONS 4 $21,600 4 $21,600 4 $21,600Frame Entry Canopies $5,050.00 TONS 6.75 $34,088 6.750 $34,088 6.750 $34,088
Seismic Upgrades:
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Brace Frame ( 7 loc) $8,500.00 TONS 14 $119,000Clip Existing to structure $5.00 GSF 39,788 $198,940Reinforce roof as Required $10.00 GSF 39,788 $397,880
053100 STEEL DECKING
1 1/2" x 18 Ga roof deck $5.60 SF 37,684 $211,030 41,590 $232,904 52,033 $291,3853" x 18 Ga acoust. deck - gym/aux. gym $12.00 SF 4,000 $48,000 4,000 $48,000 4,000 $48,000
1 1/2" x 20 Ga canopy roof deck $6.00 SF 1,000 $6,000 1,000 $6,000 1,000 $6,000
072100 INSULATION
Spray on fireproofing - minor shafts $0.50 SF 41,684 $20,842 45,590 $22,795 56,033 $28,017
---------- ---------- ---------- ----------$715,820 $1,833,863 $2,070,893 $2,428,614
TOTAL B10 SUPERSTRUCTURE $715,820 $3,193,755 $5,230,797 $4,977,175
B20 - EXTERIOR ENCLOSURE
B2010 EXTERIOR WALLS
040001 MASONRY*
CMU Interior Veneer:4" CMU - Kitchen/receiving $29.50 SF 566 $16,697 749 $22,0964" CGF CMU - gym $37.00 SF 1,107 $40,959 1,812 $67,044 1,479 $54,723
Masonry Veneer:4" GF CMU/Brick - 80% of solid $40.00 SF 16,763 $670,520 27,002 $1,080,080 26,401 $1,056,040Canopy col. -complete $350.00 VLF 8 $2,800 8 $2,800 8 $2,800Stainless steel masonry flashing $25.00 LF 1,560 $39,000 2,322 $58,050 3,078 $76,950
Precast Trim:Window Sill $72.00 LF 712 $51,264 1,100 $79,200 1,060 $76,320Precast Trim - allow $4.00 SF 16,763 $67,052 27,002 $108,008 26,401 $105,604
Masonry Restoration:Cut and Point Brick - 10% $42.00 SF 1,932 $81,144Lintel Replacement - allow $1,800.00 EA 20 $36,000
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Repair Concrete foundation face $25,000.00 LS 1 $25,000
054000 COLD FORMED METAL FRAMING
6"-8" x 18 Ga. stud @ typical wall $12.00 SF 20,955 $251,460 33,752 $405,024 33,001 $396,0121/2" Dens glass sheathing-ext. wall $4.15 SF 20,955 $86,963 33,752 $140,071 33,001 $136,9543" Soffit/eave framing $9.00 SF 1,560 $14,040 2,322 $20,898 3,078 $27,7023" Canopy ceiling framing $7.00 SF 1,000 $7,000 1,000 $7,000 1,000 $7,0001/2" Dens glass sheathing -soffit $4.15 SF 1,560 $6,474 2,322 $9,636 3,078 $12,7741/2" Dens glass sheathing -ceiling $4.15 SF 1,000 $4,150 1,000 $4,150 1,000 $4,150
Insulate and Furr Ext wall $19.50 SF 19,320 $376,740
050001 MISCELLANEOUS & ORNAMENTAL IRON*
Misc. Ext Metals $0.50 SF 39,788 $19,894 20,955 $10,478 33,752 $16,876 33,001 $16,501
071326 AIR & VAPOR BARRIERS
Air & vapor barrier - wall $8.15 SF 20,955 $170,783 33,752 $275,079 33,001 $268,958Air & vapor barrier - soffit $8.15 SF 1,560 $12,714 2,322 $18,924 3,078 $25,086
072100 INSULATION
Spray foam at perm openings $6.00 LF 3,560 $21,360 5,500 $33,000 5,300 $31,8003" Mineral Wool $4.10 SF 20,955 $85,916 33,752 $138,383 33,001 $135,3046" Batt- stud cavity $1.18 SF 20,955 $24,727 33,752 $39,827 33,001 $38,941
071000 DAMPPROOF., WATERPROOF. & CAULKING*
Exterior Sealants $0.60 SF 20,955 $12,573 33,752 $20,251 33,001 $19,801
074213 PERFORMED CLADDING
Wall Panel:Alum Comp Panel - 10% of solid $90.00 SF 2,096 $188,640 3,375 $303,750 3,300 $297,000Porcelain Panel - 10% of solid $95.00 SF 2,096 $199,120 3,375 $320,625 3,300 $313,500
Roof Eave Cladding $90.00 SF 1,560 $140,400 2,322 $208,980 3,078 $277,020Canopy ceiling $48.00 SF 1,000 $48,000 1,000 $48,000 1,000 $48,000
092116 GYPSUM WALLBOARD
1 Lyr 5/8" gyp @ ext. wall $3.60 SF 20,955 $75,438 33,752 $121,507 33,001 $118,804
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
090007 PAINTING*
Exterior painting $0.22 SF 39,788 $8,753 20,955 $4,610 33,752 $7,425 33,001 $7,260
101400 IDENTIFYING DEVICES (EXT. BLD MTD SIGNAGE)
24" Alum bldg mtd letter - allow $410.00 EA $0 32 $13,120 32 $13,120 32 $13,120
---------- ---------- ---------- ----------$547,531 $2,249,561 $3,564,407 $3,590,218
B2020 EXTERIOR WINDOWS
061000 ROUGH CARPENTRY
P.T. - perim blocking $11.00 LF 3,560 $39,160 5,500 $60,500 5,300 $58,300
071326 AIR & VAPOR BARRIERS
Flex flashing - perim $10.00 LF 3,560 $35,600 5,500 $55,000 5,300 $53,000
071000 DAMPPROOF., WATERPROOF. & CAULKING*
Window Caulking $8.50 LF 3,560 $30,260 5,500 $46,750 5,300 $45,050
080001 METAL WINDOWS*
Dbl Glazing Exterior - 23" of total areaCurtain wall - allow $132.00 SF 2,000 $264,000 3,500 $462,000 3,500 $462,000Alum Window $105.00 SF 4,260 $447,300 6,582 $691,110 6,358 $667,590
Replace Existing Windows $145.00 SF 4,875 $706,875
Sun Shading:Typical Classroom Window $50,000.00 LS 1 $50,000 1 $50,000 1 $50,000
109000 MISCELLANEOUS SPECIALTIES
Alum louvers - allow $135.00 SF $0 20 $2,700 20 $2,700 20 $2,700
---------- ---------- ---------- ----------$706,875 $869,020 $1,368,060 $1,338,640
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
B2030 EXTERIOR DOORS
080001 METAL WINDOWS*
7' Alum. Doors (Incl. Hardware): Main Entry - dbl $10,500.00 EA 2 $21,000 2 $21,000 2 $21,000 3 $31,500Gym/Café Entries - dbl $10,500.00 EA 2 $21,000 4 $42,000 3 $31,500Side Egress - dbl $10,500.00 EA 1 $10,500Side Egress - sgl $5,000.00 EA 1 $5,000 2 $10,000 2 $10,000Classroom - sgl $5,000.00 EA 5 $25,000 5 $25,000Courtyard - sgl $5,000.00 EA 2 $10,000Auto opener - allow $6,500.00 PR 1 $6,500 1 $6,500 1 $6,500*Storefront at entries W /B 2020
Security Glazing Premium $50.00 SF 400 $20,000 600 $30,000
081113 HOLLOW METALWORK
Insulated HM Doors and Frame:Custodial - dbl $2,700.00 EA 1 $2,700 1 $2,700
090007 PAINTING*
Paint HM Door & frame - dbl $400.00 EA 1 $400 1 $400
---------- ---------- ---------- ----------$31,000 $73,500 $137,600 $118,100
TOTAL B20 - EXTERIOR ENCLOSURE $1,285,406 $3,192,081 $5,070,067 $5,046,958
B30 - ROOFING
B3010 ROOF COVERINGS
061000 ROUGH CARPENTRY
Roof Blocking $1.45 SF 39,788 $57,693 41,684 $60,442 45,590 $66,106 56,033 $81,248
070002 ROOFING AND FLASHING*
Remove Existing Roofing $2.50 SF 39,788 $99,470PVC roof - canopy $13.50 SF 1,000 $13,500 1,000 $13,500 1,000 $13,500PVC roof w/ 8" rigid insul $33.00 SF 39,788 $1,313,004 41,684 $1,375,572 45,590 $1,504,470 56,033 $1,849,089
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
1/2" Gyp prot. bd w/glass mat @ PVC $4.00 SF 39,788 $159,152 41,684 $166,736 45,590 $182,360 56,033 $224,132Membrane flashing $2.00 SF 39,788 $79,576 41,684 $83,368 45,590 $91,180 56,033 $112,066Roof walkway pad (2'x2') $6.15 SF 3,000 $18,450 3,000 $18,450 3,000 $18,450 4,000 $24,600
Alum. Trim :Perimeter wall Coping $36.00 LF 1,381 $49,716 1,560 $56,160 2,322 $83,592 3,078 $110,808Base Flashing $34.00 LF 500 $17,000 500 $17,000 900 $30,600 900 $30,600Misc. flashing $0.50 SF 39,788 $19,894 41,684 $20,842 45,590 $22,795 56,033 $28,017
---------- ---------- ---------- ----------$1,813,955 $1,812,070 $2,013,053 $2,474,059
B3020 ROOF OPENINGS
077200 ROOF ACCESSORIES
Roof hatch $4,250.00 EA 1 $4,250 1 $4,250 1 $4,250
*Mechanical equip screen is included with B1020 & B2010---------- ---------- ---------- ----------
$0 $4,250 $4,250 $4,250
TOTAL B30 ROOFING $1,813,955 $1,816,320 $2,017,303 $2,478,309
C. INTERIORS
C10 - INTERIOR CONSTRUCTION
C1010 PARTITIONS
040001 MASONRY*
8" CMU Elev Shaft $39.50 SF 1,232 $48,664 1,848 $72,996 1,232 $48,6644" GF Gym $38.00 SF 3,466 $131,708 1,679 $63,802 2,100 $79,8008" CMU - Mech Receiving $31.00 SF 2,440 $75,640 4,290 $132,990 2,200 $68,2008" cmu Shear wall $45.00 SF 2,772 $124,740
050001 MISCELLANEOUS & ORNAMENTAL IRON*
CMU angle brace frame - 4' 0C $125.00 EA 130 $16,250 140 $17,500 100 $12,500Loose lintels $0.20 GSF 68,212 $13,642 105,750 $21,150 105,750 $21,150
061000 ROUGH CARPENTRY
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Interior blocking $0.60 GSF 39,788 $23,873 68,212 $40,927 105,750 $63,450 105,750 $63,450Misc. rough carpentry $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750
072100 INSULATION
Firestopping $0.85 GSF 39,788 $33,820 68,212 $57,980 105,750 $89,888 105,750 $89,888
081113 HOLLOW METALWORK
Interior H.M Windows, Sidelites and Transoms (INC. GLAZING):Door sidelight (2' x 7') $1,064.00 EA 14 $14,896 56 $59,584 56 $59,584Admin sidelight (1'x8') $1,064.00 EA 4 $4,256 4 $4,256 4 $4,256Misc. window/sidelight & transom $76.00 SF 250 $19,000 1,000 $76,000 1,000 $76,000
083323 SPECIAL DOORS
Access panels $0.25 GSF 39,788 $9,947 68,212 $17,053 105,750 $26,438 105,750 $26,438
080001 METAL WINDOWS*
Interior Aluminum Storefront:Vestibule and Entries $88.00 SF 200 $17,600 200 $17,600 500 $44,000 500 $44,000Administration area $88.00 SF 300 $26,400 300 $26,400 300 $26,400General Building Area $88.00 SF 250 $22,000 250 $22,000 750 $66,000 750 $66,000
092116 GYPSUM WALLBOARD
Drywall Partitions:GWB assemblies $21.00 GSF 39,788 $835,548 68,212 $1,432,452 105,750 $2,220,750 105,750 $2,220,750Misc Int Patching $2.50 GSF
Operable Partition:Café - 10' $1,250.00 LF 42 $52,500 55 $68,750 60 $75,000Stage - 10' $1,250.00 LF 24 $30,000 24 $30,000 24 $30,000
---------- ---------- ---------- ----------$1,133,716 $2,062,781 $3,189,703 $3,117,829
C1020 INTERIOR DOORS
081113 HOLLOW METALWORK 081416 WOOD AND PLASTIC DOORS087100 DOOR HARDWARE
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Interior Door frame and Hardware $6.50 GSF 39,788 $258,622 68,212 $443,378 105,750 $687,375 105,750 $687,375
080001 METAL WINDOWS*
Aluminum ( Frame, Door, Glass, Glazing and Hdw):Vest - dbl $10,000.00 PR 2 $20,000 2 $20,000 3 $30,000Main office -sgl $3,600.00 EA 1 $3,600 1 $3,600 1 $3,600
083323 SPECIAL DOORS
Dish drop window $5,000.00 EA 1 $5,000 1 $5,000 1 $5,000Kitchen OH grille $4,500.00 EA 1 $4,500 1 $4,500 1 $4,500Security Gate and Grill $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000
---------- ---------- ---------- ----------$258,622 $506,478 $750,475 $760,475
C1030 FITTINGS
050001 MISCELLANEOUS & ORNAMENTAL IRON*
Misc. metals $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750
062000 FINISH CARPENTRY
Utility & closet shelving $5,000.00 LS 1 $5,000 1 $5,000 1 $5,000 1 $5,000Typ. window sill/apron (nic cw-gym) $65.00 LF 200 $13,000 812 $52,780 1,200 $78,000 1,160 $75,400Built - in corridor benches $420.00 LF 20 $8,400 30 $12,600 50 $21,000 50 $21,000Stage Proscenium and Trim $35,000.00 LS 1 $35,000 1 $35,000 1 $35,000Misc. wood trim $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750
Breakout Space Millwork $25,000.00 LOC 7 $175,000 12 $300,000 12 $300,000Media Center Built-in $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000Raised Stage Platform $45.00 SF 1,200 $54,000 1,200 $54,000 1,200 $54,000
Custom Casework:Admin desk $10,000.00 LS 1 $10,000 1 $10,000 1 $10,000Circulation desk $12,000.00 LS 1 $12,000 1 $12,000 1 $12,000
102113 COMPARTMENTS & CUBICLES
Solid Plastic Toilet Partitions:
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Std. partition $1,285.00 EA 2 $2,570 6 $7,710 8 $10,280 8 $10,280HC partition $1,425.00 EA 6 $8,550 6 $8,550 12 $17,100 12 $17,100
102813 TOILET & BATH ACCESSORIES
Building Toilet Accessories $0.74 GSF 39,788 $29,443 68,212 $50,477 105,750 $78,255 105,750 $78,255*Excludes classroom accessories
101100 MARKERBOARDS & TACKBOARDS
Marker board tackboard $1.30 GSF 39,788 $51,724 68,212 $88,676 105,750 $137,475 105,750 $137,475
Glass Display Case $3,750.00 EA 2 $7,500 3 $11,250 5 $18,750 5 $18,750
109000 MISCELLANEOUS SPECIALTIES
Project area locker (15"w x 15"d x 2'h) $295.00 EA 420 $123,900 420 $123,900 420 $123,900Kitchen staff locker(12"wx15" D x 6'h) $350.00 EA 10 $3,500 10 $3,500 5 $1,750Custodian staff(12"wx15" D x 6'h) $350.00 EA 5 $1,750 5 $1,750 5 $1,750
Wall & corner guards - allow $5,000.00 LS 1 $5,000 1 $5,000 1 $5,000 1 $5,000Fire extinguisher and cab - allow $550.00 EA 20 $11,000 20 $11,000 40 $22,000 40 $22,000Cubicle curtain track w/ curtain - health off. $1,500.00 EA 2 $3,000 2 $3,000 2 $3,000Misc. specialties $0.25 GSF 39,788 $9,947 68,212 $17,053 105,750 $26,438 105,750 $26,438
101400 IDENTIFYING DEVICES
Building directory - allow $5,000.00 EA 1 $5,000 1 $5,000 $0Dedication plaque $3,500.00 EA 1 $3,500 1 $3,500 $0Interior Signage $0.22 GSF 39,788 $8,753 68,212 $15,007 105,750 $23,265 105,750 $23,265
---------- ---------- ---------- ----------$285,464 $833,176 $1,235,713 $1,222,863
TOTAL C10 - INTERIOR CONSTRUCTION $1,677,801 $3,402,435 $5,175,891 $5,101,167
C20 - STAIRS
C2010 STAIR CONSTRUCTION
050001 MISCELLANEOUS & ORNAMENTAL IRON*
Metal Pan Stair w/Rails:
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Learning Stair $150,000.00 LS 1 $150,000 1 $150,000 1 $150,000Egress corridor stair $35,000.00 FLT 2 $70,000 2 $70,000 2 $70,000
033000 CAST IN PLACE CONCRETE
Conc stair pan fill - full flt $3,000.00 FLTS 3 $9,000 3 $9,000 3 $9,000
---------- ---------- ---------- ----------$0 $229,000 $229,000 $229,000
C2020 STAIR FINISHES
090005 RESILIENT FLOORING*
Learning Stair finish $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000Rubber treads and risers $2,500.00 FLTS 2 $5,000 2 $5,000 2 $5,000
090007 PAINTING*
Paint stair & rails - full flt $2,500.00 FLTS 3 $7,500 3 $7,500 3 $7,500
---------- ---------- ---------- ----------$0 $37,500 $37,500 $37,500
TOTAL C20 - STAIRS $0 $266,500 $266,500 $266,500
C30 - INTERIOR FINISHES
C3010 WALL FINISHES
Wall Finish $10.25 GSF 39,788 $407,827 68,212 $699,173 105,750 $1,083,938 105,750 $1,083,938
---------- ---------- ---------- ----------$407,827 $699,173 $1,083,938 $1,083,938
C3020 FLOOR FINISHES
Floor Finish $10.75 GSF 39,788 $427,721 68,212 $733,279 105,750 $1,136,813 105,750 $1,136,813
---------- ---------- ---------- ----------$427,721 $733,279 $1,136,813 $1,136,813
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
C3030 CEILING FINISHES
Ceiling Finish $12.00 GSF 39,788 $477,456 68,212 $818,544 105,750 $1,269,000 105,750 $1,269,000
---------- ---------- ---------- ----------$477,456 $818,544 $1,269,000 $1,269,000
TOTAL C30 - INTERIOR FINISHES $1,313,004 $2,250,996 $3,489,750 $3,489,750
D. SERVICES
D10 - CONVEYING
D1010 ELEVATORS & LIFTS
140001 ELEVATORS*
Traction 3,500 lbs Passenger Elev $90,000.00 STOP $0 2 $180,000 3 $270,000 2 $180,000
Elevator Metals $10,000.00 LS 1 $10,000 1 $10,000 1 $10,000
---------- ---------- ---------- ----------$0 $190,000 $280,000 $190,000
TOTAL D10 - CONVEYING $0 $190,000 $280,000 $190,000
D20 - PLUMBING
D2010 PLUMBING FIXTURES
Fixtures:Plumbing Fixture $1,550.00 EA 32 $49,600 188 $291,400 220 $341,000 220 $341,000HB $450.00 EA 4 $1,800 4 $1,800 8 $3,600 8 $3,600Wall Hydrant $450.00 EA 4 $1,800 4 $1,800 8 $3,600 8 $3,600Auto Flush valve $520.00 EA 16 $8,320 24 $12,480 40 $20,800 40 $20,800Auto faucet sensor $495.00 EA 16 $7,920 29 $14,355 45 $22,275 45 $22,275
Electric Indirect Water Heater $60,000.00 LS 1 $60,000 1 $60,000 1 $60,000
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Kitchen Connections $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000Grease Interceptor $15,000.00 LS 1 $15,000 1 $15,000 1 $15,000
Roof Drainage $3.75 SFR 39,788 $149,205 41,684 $156,315 45,590 $170,963 56,033 $210,124
Under slab Piping $1.80 SF 41,684 $75,031 45,590 $82,062 56,033 $100,859Floor Drain $850.00 EA 4 $3,400 12 $10,200 22 $18,700 22 $18,700Replace Underslab as necessary $1.00 SF 39,788 $39,788 $0
Domestic Piping:Water main and branch $50.00 LF 2,200 $110,000 10,780 $539,000 12,980 $649,000 12,980 $649,000Pipe Insulation $9.75 LF 2,200 $21,450 10,780 $105,105 12,980 $126,555 12,980 $126,555
Sanitary and Vent Piping2" -4" $49.50 LF 1,600 $79,200 7,840 $388,080 9,400 $465,300 9,400 $465,300
Misc.Test and Sanitize $0.50 GSF 39,788 $19,894 68,212 $34,106 105,750 $52,875 105,750 $52,875Core and Firesafing $0.50 GSF 39,788 $19,894 68,212 $34,106 105,750 $52,875 105,750 $52,875BIM, Commission Coordination $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750Plumbing Supervision $1.50 GSF 39,788 $59,682 68,212 $102,318 105,750 $158,625 105,750 $158,625
Water service BFP and meter rough in $12,500.00 LS 1 $12,500 1 $12,500 1 $12,500Permit $0.20 GSF 39,788 $7,958 68,212 $13,642 105,750 $21,150 105,750 $21,150
---------- ---------- ---------- ----------$619,699 $1,965,451 $2,412,630 $2,470,588
TOTAL D20 - PLUMBING $619,699 $1,965,451 $2,412,630 $2,470,588
D30 - HVAC
D3010 HVAC
Option 2BGeothermal Wells and Piping $28,000 EA 80 $2,240,000 80 $2,240,000 80 $2,240,000Geothermal Site Piping $350,000 LS 1 $350,000 1 $350,000 1 $350,000Water to water heat pump $2,100 TONS 280 $588,000 280 $588,000 280 $588,000Heat Exchanger $45,000 EA 1 $45,000 1 $45,000 1HP Valving $35,000 EA 1 $35,000 1 $35,000 1 $35,000HWP-1,2 (5 hp) $12,000 EA 4 $48,000 4 $48,000 4 $48,000VFD $2,800 EA 4 $11,200 4 $11,200 4 $11,200
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Chemical feed - ( check glycol gallons ) $65,000 LS 1 $65,000 1 $65,000 1 $65,000Air separator $2,800 EA 1 $2,800 1 $2,800 1 $2,800Expansion tank $3,200 EA 1 $3,200 1 $3,200 1 $3,200
Air Equipment:ERV - 1 Classroom $19.00 CFM 11,500 $218,500 11,500 $218,500 11,500 $218,500ERV - 2 Classroom $19.00 CFM 11,500 $218,500 11,500 $218,500 11,500 $218,500ERV - 3 Music $19.00 CFM 4,000 $76,000 4,000 $76,000 4,000 $76,000ERV Sound Attenuation - S&R $1.00 CFM 23,000 $23,000 31,000 $31,000 54,000 $54,000 54,000 $54,000AHU - 1 Gym $19.00 CFM 12,000 $228,000 12,000 $228,000 12,000 $228,000AHU - 2 Café $19.00 CFM 10,000 $190,000 10,000 $190,000 10,000 $190,000AHU - 2 Sound Attenuator - S&R $1.00 CFM 48,000 $48,000 48,000 $48,000 48,000 $48,000AHU - 3 Admin $19.00 CFM 10,000 $190,000 10,000 $190,000 10,000 $190,000MAU- 1 Kitchen $9.00 CFM 5,000 $45,000 5,000 $45,000 5,000 $45,000
Chilled Beam $2,000.00 EA 40 $80,000 80 $160,000 120 $240,000 120 $240,000VAV $1,150.00 EA 5 $5,750 20 $23,000 25 $28,750 25 $28,750Fan Coil $1,500.00 EA 4 $6,000 20 $30,000 24 $36,000 24 $36,000
Mech Piping - CW/HW $12.50 GSF 39,788 $497,350 68,212 $852,650 105,750 $1,321,875 105,750 $1,321,875
Supplemental heat/cool:Perm Heat Panels n/aElec Heat Specialties $2.00 GSF 39,788 $79,576 68,212 $136,424 105,750 $211,500 105,750 $211,500VRF Spilt system $15,000.00 EA 1 $15,000 1 $15,000 2 $30,000 2 $30,000
Galv Ductwork $15.00 LBS 39,788 $596,820 68,212 $1,023,180 105,750 $1,586,250 105,750 $1,586,250Spiral Ductwork $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000Kitchen Exhaust Ductwork $45,000.00 LS 1 $45,000 1 $45,000 1 $45,000Duct Insul $4.20 SF 30,606 $128,546 52,471 $220,377 81,346 $341,654 81,346 $341,654Duct Liner $7.00 SF 2,500 $17,500 5,000 $35,000 7,500 $52,500 7,500 $52,500Exhaust Fan $4,500.00 EA 6 $27,000 6 $27,000 12 $54,000 12 $54,000
Temporary Boiler $55,000.00 LS 1 $55,000Temporary Chiller $110,000.00 LS 1 $110,000
Temp Control $9.00 GSF 39,788 $358,092 68,212 $613,908 105,750 $951,750 105,750 $951,750Seismic and Vibration $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000BIM/ Commission coordination $35,000.00 LS 1 $35,000 1 $35,000 1 $35,000HVAC Supervision $75,000.00 LS 1 $75,000 1 $75,000 1 $75,000
---------- ---------- ---------- ----------$2,218,134 $7,761,239 $9,720,479 $9,675,479
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
TOTAL D30 - HVAC $2,218,134 $7,761,239 $9,720,479 $9,675,479
D40 - FIRE PROTECTION
D4010 SPRINKLERS
210001 FIRE SUPPRESSION* Sprinkler system - wet $5.50 GSF 39,788 $218,834 68,212 $375,166 105,750 $581,625 105,750 $581,625*EXCLUDES FIRE PUMP
---------- ---------- ---------- ----------$218,834 $375,166 $581,625 $581,625
TOTAL D40 - FIRE PROTECTION $218,834 $375,166 $581,625 $581,625
D50 - ELECTRICAL
D5010 ELECTRICAL SERVICE & DISTRIBUTION
260001 ELECTRICAL*
4,000 Service Panel and Feeders ( 480 V ) $6.50 GSF 39,788 $258,622 68,212 $443,378 105,750 $687,375 105,750 $687,375Digital Sub Metering $12,000.00 LS 1 $12,000 1 $12,000 1 $12,000500 kw Diesel Generator $385,000.00 LS 1 $385,000 1 $385,000 1 $385,000Demo Disconnect $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000Temp Power and Light $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750
Backfeed Electrical due to phasing $75,000.00 LS 1 $75,000
---------- ---------- ---------- ----------$398,410 $908,590 $1,215,125 $1,215,125
D5020 LIGHTING & BRANCH WIRING
260001 ELECTRICAL*
Lighting $9.85 GSF 39,788 $391,912 68,212 $671,888 105,750 $1,041,638 105,750 $1,041,638
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Lighting Control $2.55 GSF 39,788 $101,459 68,212 $173,941 105,750 $269,663 105,750 $269,663
---------- ---------- ---------- ----------$493,371 $845,829 $1,311,300 $1,311,300
D5030 COMMUNICATION & SECURITY 260001 ELECTRICAL*
CCTV $3.00 GSF 39,788 $119,364 68,212 $204,636 105,750 $317,250 105,750 $317,250Access control $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750Video entry system $22,000.00 LS 1 $22,000 1 $22,000 1 $22,000
Digital Signage $4,000.00 EA 2 $8,000 3 $12,000 5 $20,000 5 $20,000Tele/data cabling, racks and switches $4.50 GSF 39,788 $179,046 68,212 $306,954 105,750 $475,875 105,750 $475,875Classroom AV rough-in only $1,200.00 EA 12 $14,400 38 $45,600 50 $60,000 50 $60,000Speech Reinforcement $3,300.00 EA 12 $39,600 38 $125,400 50 $165,000 50 $165,000
---------- ---------- ---------- ----------$400,198 $784,802 $1,165,875 $1,165,875
D5090 OTHER ELECTRICAL SYSTEMS
260001 ELECTRICAL*
Rath 2way call $18,000.00 EA 1 $18,000 1 $18,000 1 $18,000Fire Alarm $3.50 GSF 39,788 $139,258 68,212 $238,742 105,750 $370,125 105,750 $370,125Mass Notification $0.50 GSF 39,788 $19,894 68,212 $34,106 105,750 $52,875 105,750 $52,875Devices $2.80 GSF 39,788 $111,406 68,212 $190,994 105,750 $296,100 105,750 $296,100Clocks and PA $1.20 GSF 39,788 $47,746 68,212 $81,854 105,750 $126,900 105,750 $126,900Gym/Café Sound System $0.75 GSF 39,788 $29,841 68,212 $51,159 105,750 $79,313 105,750 $79,313Lighting Protection $0.95 GSF 39,788 $37,799 68,212 $64,801 105,750 $100,463 105,750 $100,463Mechanical Wiring $1.90 GSF 39,788 $75,597 68,212 $129,603 105,750 $200,925 105,750 $200,925Bi-Direction Antenna $0.80 GSF 39,788 $31,830 68,212 $54,570 105,750 $84,600 105,750 $84,600
By others:Telephone systemNetwork switchesClassroom projectors
PV Panels:Roof Panel $2,975.00 KW 712 $2,118,200 402 $1,195,950 554 $1,648,150Canopy Panel $2,800.00 KW 86 $240,800 366 $1,024,800 214 $599,200Allow for duct banks $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
---------- ---------- ---------- ----------$493,371 $3,252,829 $3,580,050 $3,606,650
TOTAL D50 - ELECTRICAL $1,785,350 $5,792,050 $7,272,350 $7,298,950
E. EQUIPMENT & FURNISHINGS
E10 - EQUIPMENT
E1010 COMMERCIAL EQUIPMENT
114000 FOOD SERVICE EQUIPMENT
Kitchen equipment - new $750,000.00 LS 1 $750,000 1 $750,000 1 $750,000
---------- ---------- ---------- ----------$0 $750,000 $750,000 $750,000
E1090 OTHER EQUIPMENT
113100 APPLIANCES
Staff kitchen refrigerator $1,000.00 EA 2 $2,000 2 $2,000 2 $2,000Staff kitchen microwave $500.00 EA 2 $1,000 2 $1,000 2 $1,000Medical office refrigerator w/ice $1,000.00 EA 1 $1,000 1 $1,000 1 $1,000
116600 ATHLETIC & SPORTS EQUIPMENT
Basketball backstops - electric $9,500.00 EA 4 $38,000 4 $38,000 4 $38,000Wall padding - 6' $15.00 SF 500 $7,500 500 $7,500 500 $7,500Motorized gym divider curtain $19.00 SF 1,400 $26,600 1,400 $26,600 1,400 $26,600Volley ball court equip. $700.00 EA 1 $700 1 $700 1 $700Scoreboard and shot clock $24,000.00 EA 1 $24,000 1 $24,000 1 $24,000Bleachers $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000
116143 STAGE DRAPERY
Stage curtain and rigging $32,000.00 LS 1 $32,000 1 $32,000 1 $32,000
115213 PROJECTION SCREENS
Projection screen - stage $7,500.00 EA 1 $7,500 1 $7,500 1 $7,500
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Projection screen - media center $7,500.00 EA 1 $7,500 1 $7,500 1 $7,500
119000 MISC. EQUIPMENT
Metal storage shelving NICBook security equipment NICKiln $3,500.00 EA 1 $3,500 1 $3,500 1 $3,500
---------- ---------- ---------- ----------$0 $176,300 $176,300 $176,300
TOTAL E10 - EQUIPMENT $0 $926,300 $926,300 $926,300
E20 - FURNISHINGS
E 2010 FIXED FURNISHINGS
129000 MISC. FURNISHINGS
Meco shade - manual $7.50 SF 4,200 $31,500 4,260 $31,950 6,582 $49,365 6,358 $47,685Elec Op Shades $45,000.00 LS 1 $45,000 1 $45,000 1 $45,000
123553 CLASSROOM CASEWORK
Casework $1,500,000.00 LS 1 $1,500,000 1 $1,500,000 1 $1,500,000
---------- ---------- ---------- ----------$31,500 $1,576,950 $1,594,365 $1,592,685
E2020 MOVABLE FURNISHINGS NIC
---------- ---------- ---------- ----------$0 $0 $0 $0
TOTAL E20 - FURNISHINGS $31,500 $1,576,950 $1,594,365 $1,592,685
F20 - SELECTIVE BUILDING DEMOLITION
F2010 BUILDING ELEMENTS DEMOLITION
Demolish existing building SEE SUMMARY PAGE
Remove slab $5.00 SF 39,788 $198,940
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Interior Gut Finish and MEP $14.00 GSF 39,788 $557,032 $0Remove exterior wall $25.00 SF 3,248 $81,200 $0
---------- ---------- ---------- ----------$837,172 $0 $0 $0
F2020 HAZARDOUS COMPONENTS ABATEMENT
Hazardous Waste Allowance SEE SUMMARY PAGE
---------- ---------- ---------- ----------$0 $0 $0 $0
TOTAL F20 - SELECTIVE BUILDING DEMOLITION $837,172 $0 $0 $0
G. BUILDING SITEWORK
G10 - SITE PREPARATION
G1010 SITE CLEARING
311000 SITE PREPARATION & CLEARING
Construction fence 12.50 LF 4,300 $53,750 4,300 $53,750 4,300 $53,750Construction entrance pad 11.00 SF 2,500 $27,500 2,500 $27,500 2,500 $27,500Construction gates 1,200.00 EA 1 $1,200 1 $1,200 1 $1,200Clear and Grub 0.15 SF 800,000 $120,000 800,000 $120,000 800,000 $120,000Strip and stack 6"-12" top soil 10.50 CY 10,543 $110,702 10,543 $110,702 10,543 $110,702Protect stockpile 10,000.00 LS 1 $10,000 1 $10,000 1 $10,000Protect tree 7,500.00 LS 1 $7,500 1 1General Site Prep 0.12 SF 800,000 $96,000 800,000 $96,000 800,000 $96,000
---------- ---------- ---------- ----------$0 $426,652 $419,152 $419,152
G1020 SITE DEMOLITION & RELOCATIONS
Erosion control 8.50 LF 4,000 $34,000 4,000 $34,000 4,000 $34,000Inlet Protection 110.00 EA 20 $2,200 20 $2,200 20 $2,200Erosion Control Maintance 7,500.00 LS 1 $7,500 1 $7,500 1 $7,500Tree Protection 650.00 EA 20 $13,000 20 $13,000 20 $13,000
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Sawcut bit pavement 6.50 LF 45 $293 45 $293 45 $293Remove bit pavement 1.05 SF 105,669 $110,952 105,669 $110,952 105,669 $110,952Remove concrete pad 1.30 SF 200 $260 200 $260 200 $260Remove paved walkway 1.15 SF 18,237 $20,973 18,237 $20,973 18,237 $20,973Remove play area 1.15 SF 15,405 $17,716 15,405 $17,716 15,405 $17,716Remove play structure 2,500.00 EA 6 $15,000 6 $15,000 6 $15,000Remove shed 2,000.00 EA 1 $2,000 1 $2,000 1 $2,000Remove UG 10,000 gal oil tank 40,000.00 LS 1 $40,000 1 $40,000 1 $40,000Remove utility line 38.00 LF 2,200 $83,600 2,200 $83,600 2,200 $83,600Remove utility structure 550.00 EA 15 $8,250 15 $8,250 15 $8,250Misc. Site Removal 0.10 SF 800,000 $80,000 800,000 $80,000 800,000 $80,000
Temporary Measures:Temp Sediment basin 10,000.00 LS 1 $10,000 1 $10,000 1 $10,000Temporary Parking and Access 50,000.00 LS 1 $50,000 1 $50,000 1 $50,000Phasing logistics 35,000.00 LS 1 $35,000 1 $35,000 1 $35,000
---------- ---------- ---------- ----------$0 $530,743 $530,743 $530,743
G1030 SITE EARTHWORK
310000 EARTHWORK
Site Grading 0.80 SY $0 96,300 $77,040 88,000 $70,400 88,000 $70,400Site Cut and Disposal 35.00 CY $0 20,000 $700,000 30,000 $1,050,000 30,000 $1,050,000Site Fill - Import 20.00 CY $0 10,000 $200,000 14,000 $280,000 14,000 $280,000
$0Replace Unsuitable Mat'l 55.00 CY 1,000 $55,000 1,000 $55,000 1,000 $55,000
---------- ---------- ---------- ----------$0 $1,032,040 $1,455,400 $1,455,400
TOTAL G10 - SITE PREPARATION $0 $1,989,435 $2,405,295 $2,405,295
G20 - SITE IMPROVEMENTS
G2010 ROADWAYS
321000 PAVING AND CURBING
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Site:Bituminous - Road and drop off $37.00 SY $0 4,590 $169,830 9,674 $357,938 12,577 $465,349Bituminous - Parking $37.00 SY $0 5,738 $212,306 3,714 $137,418 3,170 $117,290Bituminous - Vehicular at Play area $37.00 SY 1,694 $62,67812" Gravel base @ vehicular pave. $36.00 CY 3,442 $123,912 5,027 $180,972 5,249 $188,964Granite Curbing - road/drop off $49.00 LF $0 3,574 $175,126 5,711 $279,839 5,606 $274,694Granite Curbing - parking $49.00 LF $0 1,798 $88,102 1,141 $55,909 1,334 $65,366Curb cut /St. patch @ entry drive $5,000.00 LOC 2 $10,000 2 $10,000 1 $5,000Parking/traffic signage $0.10 SF 92,952 $9,295 120,492 $12,049 141,723 $14,172Parking line panting & markings $0.20 SF 92,952 $18,590 120,492 $24,098 141,723 $28,345
---------- ---------- ---------- ----------$0 $807,162 $1,120,902 $1,159,180
G2030 PEDESTRIAN PAVING
321000 PAVING AND CURBING
Sidewalk :4" Concrete Pavement $9.85 SF 27,900 $274,815 21,435 $211,135 42,287 $416,527Bit Play Surface - pnt markings $6.00 SF 3,165 $18,990 21,007 $126,042 31,874 $191,244Bit Walkway - 4' wide $4.10 SF 5,000 $20,500 9,809 $40,217 9,884 $40,5248" Gravel base @ ped. pavement $39.00 CY 889 $34,671 1,289 $50,271 2,124 $82,836Tactile warning paver $750.00 EA 10 $7,500 10 $7,500 10 $7,500
---------- ---------- ---------- ----------$0 $356,476 $435,165 $738,631
G2040 SITE DEVELOPMENT
323000 SITE IMPROVEMENTS
PV Canopy Structure $24.00 SF 4,300 $103,200 18,300 $439,200 $10,700 $256,800
Mound $5.00 SF 16,252 $81,260
Play Area :Under drain system $1.00 SF 9,000 $9,000 17,292 $17,292 17,615 $17,615Resilient play surface $23.00 SF 9,000 $207,000 17,292 $397,716 17,615 $405,1458" Gravel Base $39.00 CY 222 $8,658 425 $16,575 434 $16,926Perim. curb $48.00 LF 550 $26,400 734 $35,232 702 $33,696Decorative metal fencing $120.00 LF 550 $66,000 734 $88,080 702 $84,2405'W Gate @ decorative metal fencing $3,500.00 EA 2 $7,000 2 $7,000 2 $7,000
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Play Equipment - allow $400,000.00 LS 1 $400,000 1 $400,000 1 $400,000
Courtyard Improvements $15.00 SF 15,804 $237,060Natural Stream and Improvements $15.00 SF 5,000 $75,000 5,000 $75,000 5,000 $75,000Walking Trail $75.00 LF 2,200 $165,000 2,200 $165,000 2,200 $165,000
Outdoor Learning:Outdoor Learning paving $15.00 SF 2,500 $37,500 5,335 $80,025 6,147 $92,205Outdoor learning amenities $75,000.00 LS 1 $75,000 1 $75,000 1 $75,000
Athletic Field12" Drainage Layer $42.00 CY 3,729 $156,618 5,833 $244,986 6,870 $288,540Perf Sub Drain $0.65 SF 100,692 $65,450 157,496 $102,372 185,504 $120,578Softball Field Infield $4.30 SF 13,500 $58,050 13,500 $58,050 13,500 $58,050Backstop $3,500.00 EA 1 $3,500 1 $3,500 1 $3,500Player Bench $3,000.00 EA 2 $6,000 2 $6,000 2 $6,000CL Fencing $68.00 LF 800 $54,400 800 $54,400 800 $54,400Foul Pole $6,250.00 EA 2 $12,500 2 $12,500 2 $12,500Field lighting n/a
Seat walls $575.00 LF 150 $86,250 150 $86,250 150 $86,250Dumpster pad and enclosure $15,000.00 LS 1 $15,000 1 $15,000 1 $15,000Trash Receptacle $2,100.00 EA 6 $12,600 6 $12,600 6 $12,600Flag pole $11,250.00 EA 2 $22,500 2 $22,500 2 $22,500Benches $2,850.00 EA 14 $39,900 14 $39,900 14 $39,900Decorative bollard $3,500.00 EA 40 $140,000 40 $140,000 40 $140,000Utility Bollard $1,100.00 EA 20 $22,000 20 $22,000 20 $22,000Bike Loop $875.00 EA 50 $43,750 50 $43,750 50 $43,750Site sign $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000Site Fencing - cl allow $68.00 LF 1,000 $68,000 1,000 $68,000 1,000 $68,000Site Fencing - cl metal picket $150.00 LF 750 $112,500 750 $112,500 750 $112,500Misc. site improvements $50,000.00 LS 1 $50,000 1 $50,000 1 $50,000
---------- ---------- ---------- ----------$0 $2,410,836 $2,996,688 $2,809,695
G2050 LANDSCAPING
329000 PLANTING
Planting Allowance $0.60 SFTree - 3 1/2" cal $1,550.00 EA 100 $155,000 100 $155,000 100 $155,000Planting Bed Perennial and Shrubs $8.00 SF 43,967 $351,736 43,967 $351,736 43,967 $351,736
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Rain Garden $15.00 SF 46,597 $698,955 46,597 $698,955 46,597 $698,955School Garden $40,000.00 LS 1 $40,000 1 $40,000 1 $40,000 Loam:18" Planting Bed - import $72.00 CY 2,578 $185,616 2,578 $185,616 2,578 $185,61612" Loam Athletic Field - import $62.00 CY 6,189 $383,718 5,833 $361,646 6,870 $425,9406" Loam Lawn - amend $38.00 CY 7,187 $273,106 4,661 $177,118 4,140 $157,320Mulch $55.00 CY 572 $31,460 572 $31,460 572 $31,460
Hydroseed - athletic field $0.34 SF 167,092 $56,811 157,496 $53,549 185,504 $63,071Hydroseed - lawn $0.34 SF 388,135 $131,966 251,708 $85,581 223,610 $76,027Irrigation system $2.00 SF 167,092 $334,184 157,496 $314,992 185,504 $371,008
---------- ---------- ---------- ----------$0 $2,642,552 $2,455,652 $2,556,134
TOTAL G20 - SITE IMPROVEMENTS $0 $6,217,026 $7,008,407 $7,263,640
G30 - SITE MECHANICAL UTILITIES
G3010 WATER SUPPLY
330000 UTILITIES
Street Connection $10,000.00 LOC 1 $10,000 1 $10,000 1 $10,000St pavement cut & patch $5,000.00 LOC 1 $5,000 1 $5,000 1 $5,0008" Main $118.00 LF 800 $94,400 800 $94,400 800 $94,4006" Fire Service $92.00 LF 250 $23,000 250 $23,000 250 $23,0004" Domestic $78.00 LF 150 $11,700 150 $11,700 150 $11,7008" Gate valve main $1,850.00 EA 4 $7,400 4 $7,400 4 $7,4006" Gate valve dom $1,600.00 EA 3 $4,800 3 $4,800 3 $4,800Fire Hydrant $3,100.00 EA 2 $6,200 2 $6,200 2 $6,200Test, sanitize, thrust block , misc. $7,500.00 LS 1 $7,500 1 $7,500 1 $7,500
---------- ---------- ---------- ----------$0 $170,000 $170,000 $170,000
G3020 SANITARY SEWER
330000 UTILITIES
Site Sewage lift station $85,000.00 LS 1 $85,000 1 $85,000 1 $85,0008" PVC San Main $105.00 LF 1,260 $132,300 1,260 $132,300 1,260 $132,300
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Grease Trap - 5,000 gal $22,000.00 EA 1 $22,000 1 $22,000 1 $22,000Int Grease interceptor W / plumbingSite manhole $4,100.00 EA 3 $12,300 3 $12,300 3 $12,300St pavement cut & patch $5,000.00 LOC 1 $5,000 1 $5,000 1 $5,000Street Connection $10,000.00 LS 1 $10,000 1 $10,000 1 $10,000
---------- ---------- ---------- ----------$0 $266,600 $266,600 $266,600
G3030 STORM SEWER
330000 UTILITIES
Detention Basins and Surface Storage:Building Area 4.00 SFFP 81,472 $325,888 45,590 $182,360 56,033 $224,132Site Pavement 4.00 SFFP 151,765 $607,060 203,785 $815,140 225,768 $903,072
---------- ---------- ---------- ----------$0 $932,948 $997,500 $1,127,204
G3060 FUEL DISTRIBUTION
Trench gas line not usedGas pad
---------- ---------- ---------- ----------$0 $0 $0 $0
TOTAL G30 - SITE MECHANICAL UTILITIES $0 $1,369,548 $1,434,100 $1,563,804
G40 - SITE ELECTRICAL UTILITIES
G4010 ELECTRICAL DISTRIBUTION
330000 UTILITIES
330000 UTILITIES
Site Electric $150,000.00 LS 1 $150,000 1 $150,000 1 $150,000
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
*Electrical poles and primary by others
Electrical Distribution:Transformer pad $3,500.00 EA 1 $3,500 1 $3,500 1 $3,500Emergency generator pad $3,500.00 EA 1 $3,500 1 $3,500 1 $3,500Primary elec. conc duct bank $85.00 LF 1,000 $85,000 1,000 $85,000 1,000 $85,000
---------- ---------- ---------- ----------$0 $242,000 $242,000 $242,000
G4020 SITE LIGHTING
260001 ELECTRICAL*
Lighting Fixtures:Roadway/Parking Fixtures $3,375.00 EA 20 $67,500 26 $87,750 22 $74,250Pedestrian Lighting $2,800.00 EA 15 $42,000 44 $123,200 43 $120,4001"c Light feed $12.75 LF 5,500 $70,125 5,800 $73,950 5,800 $73,950Specialty Lighting $10,000.00 LS 1 $10,000 1 $10,000 1 $10,000
New Site Lighting:Light pole feeder trench $14.50 LF 5,500 $79,750 5,800 $84,100 5,800 $84,100Parking Light pole base $950.00 EA 20 $19,000 26 $24,700 22 $20,900Ornamental Light pole base $650.00 EA 15 $9,750 44 $28,600 43 $27,950*Excludes traffic lights*excludes sports field lighting
---------- ---------- ---------- ----------$0 $298,125 $432,300 $411,550
TOTAL G40 - SITE ELECTRICAL UTILITIES $0 $540,125 $674,300 $653,550
ALTERANTES
NO.1 - IN LEIU OF GSHP SUBSTITTUE ASHP w/ REVISED PV
DeductGeothermal System 3,388,200.00 LS -1 ($3,388,200) -1 ($3,388,200) -1 ($3,388,200)Chilled Beam $2,000.00 EA -120 ($240,000) -120 ($240,000) -120 ($240,000)VAV $1,150.00 EA -25 ($28,750) -25 ($28,750) -25 ($28,750)Fan Coil $1,500.00 EA -24 ($36,000) -24 ($36,000) -24 ($36,000)Mech Piping - CW/HW $12.50 GSF -108,000 ($1,350,000) -105,750 ($1,321,875) -105,750 ($1,321,875)
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Fort River Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 1 RENO OPTION 1 ADDITION OPTION 2 NEW CONSTRUCTION OPTION 3 NEW CONSTRUCTION
Add:ACCU 1,850.00 TONS 340 $629,000 340 $629,000 340 $629,000ACCU Install Labor 2,000.00 EA 10 $20,000 10 $20,000 10 $20,000Branch Controller 10,500.00 EA 24 $252,000 24 $252,000 24 $252,000Branch Controller Install Labor 1,000.00 EA 24 $24,000 24 $24,000 24 $24,000Indoor CassettesVRF- Non-Ducted 2,100.00 EA 40 $84,000 40 $84,000 40 $84,000VRF-Ducted 2,650.00 EA 100 $265,000 100 $265,000 100 $265,000VRF Indoor Units Install Labor 1,000.00 EA 140 $140,000 140 $140,000 140 $140,000REF Main 45.00 LF 3,800 $171,000 3,800 $171,000 3,800 $171,000REF Branch Solder 40.00 EA 14,000 $560,000 14,000 $560,000 21,500 $860,000Isolation valve 92.00 EA 400 $36,800 400 $36,800 400 $36,800Condensate Pumps 250.00 EA 215 $53,750 215 $53,750 215 $53,750
Emergency Generator Increase 350,000.00 LS $1 $350,000 $1 $350,000 $1 $350,000Electrical Service Premium 1.50 SF 108,000 $162,000 105,750 $158,625 105,750 $158,625Canopy Panel $2,800.00 KW 107 $299,600 199 $557,200 199 $557,200PV Canopy Structure $24.00 SF 11,420 $274,080 9,950 $238,800 9,950 $238,800
---------- ---------- ---------- ----------$0 ($1,721,720) ($1,474,650) ($1,174,650)
mark-up 30.5% ($525,125) ($449,768) ($358,268)---------- ---------- ---------- ----------
TOTAL ALT NO. 1 ($2,246,845) ($1,924,418) ($1,532,918)
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PROJECT: Fort River and Wildwood Elementary SchoolLOCATION: Amherst, MACLIENT: DiNisco DesignDATE: 01-Jun-22
No.: 22025 SUMMARYOPT NO. 4 OPT NO. 4 OPTION NO. 5 OPTION NO. 6
FORT RIVER SITE RENOVATION ADDITION 3 STORY 2 STORYESTIMATE ESTIMATE ESTIMATE ESTIMATE
A. SUBSTRUCTURE TOTAL TOTAL TOTAL TOTAL
A10 - FOUNDATIONS A1010 STANDARD FOUNDATIONS $217,000 $1,406,637 $2,525,348 $2,886,191 A1020 SPECIAL FOUNDATIONS $0 $0 $0 $0 A1030 SLAB ON GRADE $50,000 $1,085,562 $747,008 $917,952A20 - BASEMENT CONSTRUCTION A2010 BASEMENT EXCAVATION $0 $0 $0 $0 A2020 BASEMENT WALLS $0 $0 $0 $0B. SHELLB10 - SUPERSTRUCTURE B1010 FLOOR CONSTRUCTION $0 $1,359,892 $3,159,904 $2,548,561 B1020 ROOF CONSTRUCTION $715,820 $1,833,863 $2,070,893 $2,428,614B20 - EXTERIOR ENCLOSURE B2010 EXTERIOR WALLS $547,531 $2,249,561 $3,564,407 $3,590,218 B2020 EXTERIOR WINDOWS $706,875 $869,020 $1,368,060 $1,338,640 B2030 EXTERIOR DOORS $31,000 $73,500 $137,600 $118,100B30 - ROOFING B3010 ROOF COVERINGS $1,813,955 $1,812,070 $2,013,053 $2,474,059 B3020 ROOF OPENINGS $0 $4,250 $4,250 $4,250C. INTERIORSC10 - INTERIOR CONSTRUCTION C1010 PARTITIONS $1,173,504 $2,130,993 $3,295,453 $3,223,579 C1020 INTERIOR DOORS $258,622 $506,478 $750,475 $760,475 C1030 FITTINGS $285,464 $833,176 $1,235,713 $1,222,863C20 - STAIRS C2010 STAIR CONSTRUCTION $0 $229,000 $229,000 $229,000 C2020 STAIR FINISHES $0 $37,500 $37,500 $37,500C30 - INTERIOR FINISHES C3010 WALL FINISHES $407,827 $699,173 $1,083,938 $1,083,938 C3020 FLOOR FINISHES $427,721 $733,279 $1,136,813 $1,136,813 C3030 CEILING FINISHES $477,456 $818,544 $1,269,000 $1,269,000
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OPT NO. 4 OPT NO. 4 OPTION NO. 5 OPTION NO. 6RENOVATION ADDITION 3 STORY 2 STORY
Wildwood Elem. School - PSR ESTIMATE ESTIMATE ESTIMATE ESTIMATETOTAL TOTAL TOTAL TOTAL
D. SERVICESD10 - CONVEYING D1010 ELEVATORS & LIFTS $0 $190,000 $280,000 $190,000D20 - PLUMBING D2010 PLUMBING $619,699 $1,965,451 $2,412,630 $2,470,588D30 - HVAC D3010 HVAC $2,218,134 $7,761,239 $9,720,479 $9,675,479D40 - FIRE PROTECTION D4010 SPRINKLERS $218,834 $375,166 $581,625 $581,625D50 - ELECTRICAL D5010 ELECTRICAL SERVICE & DISTRIBUTION $398,410 $908,590 $1,215,125 $1,215,125 D5020 LIGHTING & BRANCH WIRING $493,371 $845,829 $1,311,300 $1,311,300 D5030 COMMUNICATION & SECURITY $400,198 $784,802 $1,165,875 $1,165,875 D5090 OTHER ELECTRICAL SYSTEMS $493,371 $3,252,829 $3,580,050 $3,606,650E. EQUIPMENT & FURNISHINGSE10 - EQUIPMENT E1010 COMMERCIAL EQUIPMENT $0 $750,000 $750,000 $750,000 E1090 OTHER EQUIPMENT $0 $176,300 $176,300 $176,300E20 - FURNISHINGS E 2010 FIXED FURNISHINGS $31,500 $1,576,950 $1,594,365 $1,592,685 E2020 MOVABLE FURNISHINGS $0 $0 $0 $0F. SPECIAL CONSTRUCTION & DEMOLITIONF10 - SPECIAL CONSTRUCTION F1010 SPECIAL STRUCTURES $0 $0 $0 $0 F1020 INTEGRATED CONSTRUCTION $0 $0 $0 $0 F1030 SPECIAL CONSTRUCTION SYSTEMS $0 $0 $0 $0 F1040 SPECIAL FACILITIES $0 $0 $0 $0 F1050 SPECIAL CONTROLS & INSTRUMENTATION $0 $0 $0 $0F20 - SELECTIVE BUILDING DEMOLITION F2010 BUILDING ELEMENTS DEMOLITION $638,232 $0 $0 $0 F2020 HAZARDOUS COMPONENTS ABATEMENT $0 $0 $0 $0
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OPT NO. 4 OPT NO. 4 OPTION NO. 5 OPTION NO. 6RENOVATION ADDITION 3 STORY 2 STORY
Wildwood Elem. School - PSR ESTIMATE ESTIMATE ESTIMATE ESTIMATETOTAL TOTAL TOTAL TOTAL
G. BUILDING SITEWORKG10 - SITE PREPARATION G1010 SITE CLEARING $0 $221,250 $221,250 $221,250 G1020 SITE DEMOLITION & RELOCATIONS $0 $420,234 $420,234 $420,234 G1030 SITE EARTHWORK $0 $847,000 $1,257,000 $1,257,000 G1040 HAZARDOUS WASTE REMEDIATION $0 $0 $0 $0G20 - SITE IMPROVEMENTS G2010 ROADWAYS $0 $561,954 $1,019,976 $1,019,976 G2020 PARKING LOTS $0 $0 $0 $0 G2030 PEDESTRIAN PAVING $0 $320,810 $506,928 $506,928 G2040 SITE DEVELOPMENT $0 $1,770,774 $2,538,300 $2,570,700 G2050 LANDSCAPING $0 $1,167,488 $1,364,928 $1,364,928G30 - SITE MECHANICAL UTILITIES G3010 WATER SUPPLY $0 $299,800 $299,800 $299,800 G3020 SANITARY SEWER $0 $159,550 $159,550 $159,550 G3030 STORM SEWER $0 $734,364 $873,128 $873,128 G3040 HEATING DISTRIBUTION $0 $0 $0 $0 G3050 COOLING DISTRIBUTION $0 $0 $0 $0 G3060 FUEL DISTRIBUTION $0 $0 $0 $0 G3090 OTHER SITE MECHANICAL UTILITIES $0 $0 $0 $0G40 - SITE ELECTRICAL UTILITIES G4010 ELECTRICAL DISTRIBUTION $0 $242,000 $242,000 $242,000 G4020 SITE LIGHTING $0 $298,125 $432,300 $432,300
--------- --------- --------- ---------TOTAL DIRECT COST $12,624,523 $42,313,002 $56,751,556 $57,373,173
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Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
A. SUBSTRUCTURE
A10 - FOUNDATIONS
A1010 STANDARD FOUNDATIONS
033000 CAST IN PLACE CONCRETE
Foundations (assume 28' column grid ):Wall Footing 1' x 3': $525.00 CY $0 87 $45,675 129 $67,725 171 $89,775Frost wall - 4 'x 16" $1,035.00 CY $0 138 $142,830 204 $211,140 282 $291,870Frost wall - 4' x 20" $10,000.00 CY $0 19 $190,000 32 $320,000 27 $270,000Perm Column Footing 22" x 7'-6"sq $625.00 CY $0 0 $0 206 $128,750 0 $0Perm Column Footing 18" x 5'-6"sq $625.00 CY $0 59 $36,875 0 $0 146 $91,250Int Column Footing 28" x 10' sq. $625.00 CY $0 0 $0 415 $259,375 0 $0Int Column Footing 24" x 8' sq. $625.00 CY $0 282 $176,250 0 $0 360 $225,000Entry Canopy column/piers $1,200.00 EA $0 8 $9,600 8 $9,600 8 $9,600Elev Mat - 18" $650.00 CY $0 8 $5,200 8 $5,200 8 $5,200Elev pit wall $1,100.00 CY $0 6 $6,600 6 $6,600 6 $6,600Grade Beam $700.00 CY $0 10 $7,000 10 $7,000 15 $10,500Pilasters $1,200.00 CY $0 20 $24,000 25 $30,000 40 $48,000Equipment pads $7,500.00 LS $0 1 $7,500 1 $7,500 1 $7,500Anchor bolt and grout $245.00 EA $0 86 $21,070 102 $24,990 152 $37,240
Seismic Reinforcing:Shear wall Grade Beam $750.00 LF 196 $147,000Tie Into existing/augment Columns $5,000.00 EA 14 $70,000
072100 INSULATION
2" Rigid ext. found. insul w/prot.bd $3.95 SF 3,120 $12,324 4,644 $18,344 6,072 $23,984
071000 DAMPPROOF., WATERPROOF. & CAULKING*
Foundation dampproofing $2.30 SF 3,120 $7,176 4,644 $10,681 6,072 $13,966
310000 EARTHWORK
Geopiers - (assumed 10' outside of perm) 18.00 SF 24,484 $440,712 57,160 $1,028,880 71,213 $1,281,83412" Structural fill $36.00 CY 907 $32,645 2,117 $76,213 2,638 $94,951
Perimeter Found Drain $42.00 LF 780 $32,760 1,200 $50,400 1,518 $63,756
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
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Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Underslab Drain $1.50 SF N/A N/A N/A
Foundation Earthwork: Foundation excavation / backfill $5.00 SF 41,684 $208,420 45,590 $227,950 56,033 $280,165Dewatering $35,000.00 LS 1 $35,000 1 $35,000
---------- ---------- ---------- ----------$217,000 $1,406,637 $2,525,348 $2,886,191
A1030 SLAB ON GRADE
310000 EARTHWORK
6" Gravel base $32.00 CY 772 $24,704 844 $27,008 1,037 $33,184
033000 CAST IN PLACE CONCRETE
6" Slab on Grade:3500 psi, NW, (incl. placement) $275.00 CY 845 $232,375 1,038 $285,450Rebat #4 @ 12" oc ew $1.55 LBS 79,783 $123,663 98,058 $151,990Control Joint $3.50 LF 3,040 $10,640 3,735 $13,073Trowel Finish $2.30 SF 45,590 $104,857 56,033 $128,876
Structural Slab $20.00 SF EXISITNG SLAB TO REMAIN 41,684 $833,680
Slab Elevation Difference:Allow for ramp up to new Addition $50,000.00 LS 1 $50,000
072100 INSULATION
4" Rigid Slab Insul. - 100% $4.35 SF 41,684 $181,325 45,590 $198,317 56,033 $243,744
072616 BELOW GRADE VAPOR RETARDER
Stegro vapor barrier $1.10 SF 41,684 $45,852 45,590 $50,149 56,033 $61,636
---------- ---------- ---------- ----------$50,000 $1,085,562 $747,008 $917,952
TOTAL A10 FOUNDATIONS $267,000 $2,492,199 $3,272,357 $3,804,142
B. SHELL
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
B10 - SUPERSTRUCTURE
B1010 FLOOR CONSTRUCTION
051200 STRUCTURAL STEEL
New Construction:Floor frame (13.5 lbs / SF) $5,050.00 TONS 179.064 $904,273 335.590 $1,694,728Floor frame (14 lbs / SF) $5,050.00 TONS 421.120 $2,126,656Shear stud (25/100 SF) $5.50 EA 6,632 $36,476 15,040 $82,720 12,419 $68,305
033000 CAST IN PLACE CONCRETE
5 1/2" NW Deck fill $9.40 SF 26,528 $249,363 60,160 $565,504 49,717 $467,340
053100 STEEL DECKING
2" x 18 Ga. comp deck $5.90 SF 26,528 $156,515 60,160 $354,944 49,717 $293,330
072100 INSULATION
Spray on fireproofing - minor shafts $0.50 SF 26,528 $13,264 60,160 $30,080 49,717 $24,859
---------- ---------- ---------- ----------$0 $1,359,892 $3,159,904 $2,548,561
B1020 ROOF CONSTRUCTION
033000 CAST IN PLACE CONCRETE
6" NW Deck fill $9.00 SF 5,000 $45,000 7,500 $67,500 7,500 $67,500
051200 STRUCTURAL STEEL
New Construction:Floor frame (13.5 lbs / SF) $5,050.00 TONS 281.367 $1,420,903 378.223 $1,910,025Floor frame (14 lbs / SF) $5,050.00 TONS 319.130 $1,611,607Roof Screen Frame $4,400.00 TONS 6 $26,400 6 $26,400 5 $22,000Galv. RTU dunnage - allow $5,400.00 TONS 4 $21,600 4 $21,600 4 $21,600Frame Entry Canopies $5,050.00 TONS 6.75 $34,088 6.750 $34,088 6.750 $34,088
Seismic Upgrades:Brace Frame ( 7 loc) $8,500.00 TONS 14 $119,000
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Clip Existing to structure $5.00 GSF 39,788 $198,940Reinforce roof as Required $10.00 GSF 39,788 $397,880
053100 STEEL DECKING
1 1/2" x 18 Ga roof deck $5.60 SF 37,684 $211,030 41,590 $232,904 52,033 $291,3853" x 18 Ga acoust. deck - gym/aux. gym $12.00 SF 4,000 $48,000 4,000 $48,000 4,000 $48,000
1 1/2" x 20 Ga canopy roof deck $6.00 SF 1,000 $6,000 1,000 $6,000 1,000 $6,000
072100 INSULATION
Spray on fireproofing - minor shafts $0.50 SF 41,684 $20,842 45,590 $22,795 56,033 $28,017
---------- ---------- ---------- ----------$715,820 $1,833,863 $2,070,893 $2,428,614
TOTAL B10 SUPERSTRUCTURE $715,820 $3,193,755 $5,230,797 $4,977,175
B20 - EXTERIOR ENCLOSURE
B2010 EXTERIOR WALLS
040001 MASONRY*
CMU Interior Veneer:4" CMU - Kitchen/receiving $29.50 SF 566 $16,697 749 $22,0964" CGF CMU - gym $37.00 SF 1,107 $40,959 1,812 $67,044 1,479 $54,723
Masonry Veneer:4" GF CMU/Brick - 80% of solid $40.00 SF 16,763 $670,520 27,002 $1,080,080 26,401 $1,056,040Canopy col. -complete $350.00 VLF 8 $2,800 8 $2,800 8 $2,800Stainless steel masonry flashing $25.00 LF 1,560 $39,000 2,322 $58,050 3,078 $76,950
Precast Trim:Window Sill $72.00 LF 712 $51,264 1,100 $79,200 1,060 $76,320Precast Trim - allow $4.00 SF 16,763 $67,052 27,002 $108,008 26,401 $105,604
Masonry Restoration:Cut and Point Brick - 10% $42.00 SF 1,932 $81,144Lintel Replacement - allow $1,800.00 EA 20 $36,000Repair Concrete foundation face $25,000.00 LS 1 $25,000
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
054000 COLD FORMED METAL FRAMING
6"-8" x 18 Ga. stud @ typical wall $12.00 SF 20,955 $251,460 33,752 $405,024 33,001 $396,0121/2" Dens glass sheathing-ext. wall $4.15 SF 20,955 $86,963 33,752 $140,071 33,001 $136,9543" Soffit/eave framing $9.00 SF 1,560 $14,040 2,322 $20,898 3,078 $27,7023" Canopy ceiling framing $7.00 SF 1,000 $7,000 1,000 $7,000 1,000 $7,0001/2" Dens glass sheathing -soffit $4.15 SF 1,560 $6,474 2,322 $9,636 3,078 $12,7741/2" Dens glass sheathing -ceiling $4.15 SF 1,000 $4,150 1,000 $4,150 1,000 $4,150
Insulate and Furr Ext wall $19.50 SF 19,320 $376,740
050001 MISCELLANEOUS & ORNAMENTAL IRON*
Misc. Ext Metals $0.50 SF 39,788 $19,894 20,955 $10,478 33,752 $16,876 33,001 $16,501
071326 AIR & VAPOR BARRIERS
Air & vapor barrier - wall $8.15 SF 20,955 $170,783 33,752 $275,079 33,001 $268,958Air & vapor barrier - soffit $8.15 SF 1,560 $12,714 2,322 $18,924 3,078 $25,086
072100 INSULATION
Spray foam at perm openings $6.00 LF 3,560 $21,360 5,500 $33,000 5,300 $31,8003" Mineral Wool $4.10 SF 20,955 $85,916 33,752 $138,383 33,001 $135,3046" Batt- stud cavity $1.18 SF 20,955 $24,727 33,752 $39,827 33,001 $38,941
071000 DAMPPROOF., WATERPROOF. & CAULKING*
Exterior Sealants $0.60 SF 20,955 $12,573 33,752 $20,251 33,001 $19,801
074213 PERFORMED CLADDING
Wall Panel:Alum Comp Panel - 10% of solid $90.00 SF 2,096 $188,640 3,375 $303,750 3,300 $297,000Porcelain Panel - 10% of solid $95.00 SF 2,096 $199,120 3,375 $320,625 3,300 $313,500
Roof Eave Cladding $90.00 SF 1,560 $140,400 2,322 $208,980 3,078 $277,020Canopy ceiling $48.00 SF 1,000 $48,000 1,000 $48,000 1,000 $48,000
092116 GYPSUM WALLBOARD
1 Lyr 5/8" gyp @ ext. wall $3.60 SF 20,955 $75,438 33,752 $121,507 33,001 $118,804
090007 PAINTING*
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Exterior painting $0.22 SF 39,788 $8,753 20,955 $4,610 33,752 $7,425 33,001 $7,260
101400 IDENTIFYING DEVICES (EXT. BLD MTD SIGNAGE)
24" Alum bldg mtd letter - allow $410.00 EA $0 32 $13,120 32 $13,120 32 $13,120
---------- ---------- ---------- ----------$547,531 $2,249,561 $3,564,407 $3,590,218
B2020 EXTERIOR WINDOWS
061000 ROUGH CARPENTRY
P.T. - perim blocking $11.00 LF 3,560 $39,160 5,500 $60,500 5,300 $58,300
071326 AIR & VAPOR BARRIERS
Flex flashing - perim $10.00 LF 3,560 $35,600 5,500 $55,000 5,300 $53,000
071000 DAMPPROOF., WATERPROOF. & CAULKING*
Window Caulking $8.50 LF 3,560 $30,260 5,500 $46,750 5,300 $45,050
080001 METAL WINDOWS*
Dbl Glazing Exterior - 23" of total areaCurtain wall - allow $132.00 SF 2,000 $264,000 3,500 $462,000 3,500 $462,000Alum Window $105.00 SF 4,260 $447,300 6,582 $691,110 6,358 $667,590
Replace Existing Windows $145.00 SF 4,875 $706,875
Sun Shading:Typical Classroom Window $50,000.00 LS 1 $50,000 1 $50,000 1 $50,000
109000 MISCELLANEOUS SPECIALTIES
Alum louvers - allow $135.00 SF $0 20 $2,700 20 $2,700 20 $2,700
---------- ---------- ---------- ----------$706,875 $869,020 $1,368,060 $1,338,640
B2030 EXTERIOR DOORS
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
080001 METAL WINDOWS*
7' Alum. Doors (Incl. Hardware): Main Entry - dbl $10,500.00 EA 2 $21,000 2 $21,000 2 $21,000 3 $31,500Gym/Café Entries - dbl $10,500.00 EA 2 $21,000 4 $42,000 3 $31,500Side Egress - dbl $10,500.00 EA 1 $10,500Side Egress - sgl $5,000.00 EA 1 $5,000 2 $10,000 2 $10,000Classroom - sgl $5,000.00 EA 5 $25,000 5 $25,000Courtyard - sgl $5,000.00 EA 2 $10,000Auto opener - allow $6,500.00 PR 1 $6,500 1 $6,500 1 $6,500*Storefront at entries W /B 2020
Security Glazing Premium $50.00 SF 400 $20,000 600 $30,000
081113 HOLLOW METALWORK
Insulated HM Doors and Frame:Custodial - dbl $2,700.00 EA 1 $2,700 1 $2,700
090007 PAINTING*
Paint HM Door & frame - dbl $400.00 EA 1 $400 1 $400
---------- ---------- ---------- ----------$31,000 $73,500 $137,600 $118,100
TOTAL B20 - EXTERIOR ENCLOSURE $1,285,406 $3,192,081 $5,070,067 $5,046,958
B30 - ROOFING
B3010 ROOF COVERINGS
061000 ROUGH CARPENTRY
Roof Blocking $1.45 SF 39,788 $57,693 41,684 $60,442 45,590 $66,106 56,033 $81,248
070002 ROOFING AND FLASHING*
Remove Existing Roofing $2.50 SF 39,788 $99,470PVC roof - canopy $13.50 SF 1,000 $13,500 1,000 $13,500 1,000 $13,500PVC roof w/ 8" rigid insul $33.00 SF 39,788 $1,313,004 41,684 $1,375,572 45,590 $1,504,470 56,033 $1,849,0891/2" Gyp prot. bd w/glass mat @ PVC $4.00 SF 39,788 $159,152 41,684 $166,736 45,590 $182,360 56,033 $224,132
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Membrane flashing $2.00 SF 39,788 $79,576 41,684 $83,368 45,590 $91,180 56,033 $112,066Roof walkway pad (2'x2') $6.15 SF 3,000 $18,450 3,000 $18,450 3,000 $18,450 4,000 $24,600
Alum. Trim :Perimeter wall Coping $36.00 LF 1,381 $49,716 1,560 $56,160 2,322 $83,592 3,078 $110,808Base Flashing $34.00 LF 500 $17,000 500 $17,000 900 $30,600 900 $30,600Misc. flashing $0.50 SF 39,788 $19,894 41,684 $20,842 45,590 $22,795 56,033 $28,017
---------- ---------- ---------- ----------$1,813,955 $1,812,070 $2,013,053 $2,474,059
B3020 ROOF OPENINGS
077200 ROOF ACCESSORIES
Roof hatch $4,250.00 EA 1 $4,250 1 $4,250 1 $4,250
*Mechanical equip screen is included with B1020 & B2010---------- ---------- ---------- ----------
$0 $4,250 $4,250 $4,250
TOTAL B30 ROOFING $1,813,955 $1,816,320 $2,017,303 $2,478,309
C. INTERIORS
C10 - INTERIOR CONSTRUCTION
C1010 PARTITIONS
040001 MASONRY*
8" CMU Elev Shaft $39.50 SF 1,232 $48,664 1,848 $72,996 1,232 $48,6644" GF Gym $38.00 SF 3,466 $131,708 1,679 $63,802 2,100 $79,8008" CMU - Mech Receiving $31.00 SF 2,440 $75,640 4,290 $132,990 2,200 $68,2008" cmu Shear wall $45.00 SF 2,772 $124,740
050001 MISCELLANEOUS & ORNAMENTAL IRON*
CMU angle brace frame - 4' 0C $125.00 EA 130 $16,250 140 $17,500 100 $12,500Loose lintels $0.20 GSF 68,212 $13,642 105,750 $21,150 105,750 $21,150
061000 ROUGH CARPENTRY
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Interior blocking $0.60 GSF 39,788 $23,873 68,212 $40,927 105,750 $63,450 105,750 $63,450Misc. rough carpentry $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750
072100 INSULATION
Firestopping $0.85 GSF 39,788 $33,820 68,212 $57,980 105,750 $89,888 105,750 $89,888
081113 HOLLOW METALWORK
Interior H.M Windows, Sidelites and Transoms (INC. GLAZING):Door sidelight (2' x 7') $1,064.00 EA 14 $14,896 56 $59,584 56 $59,584Admin sidelight (1'x8') $1,064.00 EA 4 $4,256 4 $4,256 4 $4,256Misc. window/sidelight & transom $76.00 SF 250 $19,000 1,000 $76,000 1,000 $76,000
083323 SPECIAL DOORS
Access panels $0.25 GSF 39,788 $9,947 68,212 $17,053 105,750 $26,438 105,750 $26,438
080001 METAL WINDOWS*
Interior Aluminum Storefront:Vestibule and Entries $88.00 SF 200 $17,600 200 $17,600 500 $44,000 500 $44,000Administration area $88.00 SF 300 $26,400 300 $26,400 300 $26,400General Building Area $88.00 SF 250 $22,000 250 $22,000 750 $66,000 750 $66,000
092116 GYPSUM WALLBOARD
Drywall Partitions:GWB assemblies $22.00 GSF 39,788 $875,336 68,212 $1,500,664 105,750 $2,326,500 105,750 $2,326,500Misc Int Patching $2.50 GSF
Operable Partition:Café - 10' $1,250.00 LF 42 $52,500 55 $68,750 60 $75,000Stage - 10' $1,250.00 LF 24 $30,000 24 $30,000 24 $30,000
---------- ---------- ---------- ----------$1,173,504 $2,130,993 $3,295,453 $3,223,579
C1020 INTERIOR DOORS
081113 HOLLOW METALWORK 081416 WOOD AND PLASTIC DOORS087100 DOOR HARDWARE
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Interior Door frame and Hardware $6.50 GSF 39,788 $258,622 68,212 $443,378 105,750 $687,375 105,750 $687,375
080001 METAL WINDOWS*
Aluminum ( Frame, Door, Glass, Glazing and Hdw):Vest - dbl $10,000.00 PR 2 $20,000 2 $20,000 3 $30,000Main office -sgl $3,600.00 EA 1 $3,600 1 $3,600 1 $3,600
083323 SPECIAL DOORS
Dish drop window $5,000.00 EA 1 $5,000 1 $5,000 1 $5,000Kitchen OH grille $4,500.00 EA 1 $4,500 1 $4,500 1 $4,500Security Gate and Grill $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000
---------- ---------- ---------- ----------$258,622 $506,478 $750,475 $760,475
C1030 FITTINGS
050001 MISCELLANEOUS & ORNAMENTAL IRON*
Misc. metals $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750
062000 FINISH CARPENTRY
Utility & closet shelving $5,000.00 LS 1 $5,000 1 $5,000 1 $5,000 1 $5,000Typ. window sill/apron (nic cw-gym) $65.00 LF 200 $13,000 812 $52,780 1,200 $78,000 1,160 $75,400Built - in corridor benches $420.00 LF 20 $8,400 30 $12,600 50 $21,000 50 $21,000Stage Proscenium and Trim $35,000.00 LS 1 $35,000 1 $35,000 1 $35,000Misc. wood trim $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750
Breakout Space Millwork $25,000.00 LOC 7 $175,000 12 $300,000 12 $300,000Media Center Built-in $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000Raised Stage Platform $45.00 SF 1,200 $54,000 1,200 $54,000 1,200 $54,000
Custom Casework:Admin desk $10,000.00 LS 1 $10,000 1 $10,000 1 $10,000Circulation desk $12,000.00 LS 1 $12,000 1 $12,000 1 $12,000
102113 COMPARTMENTS & CUBICLES
Solid Plastic Toilet Partitions:Std. partition $1,285.00 EA 2 $2,570 6 $7,710 8 $10,280 8 $10,280
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
HC partition $1,425.00 EA 6 $8,550 6 $8,550 12 $17,100 12 $17,100
102813 TOILET & BATH ACCESSORIES
Building Toilet Accessories $0.74 GSF 39,788 $29,443 68,212 $50,477 105,750 $78,255 105,750 $78,255*Excludes classroom accessories
101100 MARKERBOARDS & TACKBOARDS
Marker board tackboard $1.30 GSF 39,788 $51,724 68,212 $88,676 105,750 $137,475 105,750 $137,475
Glass Display Case $3,750.00 EA 2 $7,500 3 $11,250 5 $18,750 5 $18,750
109000 MISCELLANEOUS SPECIALTIES
Project area locker (15"w x 15"d x 2'h) $295.00 EA 420 $123,900 420 $123,900 420 $123,900Kitchen staff locker(12"wx15" D x 6'h) $350.00 EA 10 $3,500 10 $3,500 5 $1,750Custodian staff(12"wx15" D x 6'h) $350.00 EA 5 $1,750 5 $1,750 5 $1,750
Wall & corner guards - allow $5,000.00 LS 1 $5,000 1 $5,000 1 $5,000 1 $5,000Fire extinguisher and cab - allow $550.00 EA 20 $11,000 20 $11,000 40 $22,000 40 $22,000Cubicle curtain track w/ curtain - health off. $1,500.00 EA 2 $3,000 2 $3,000 2 $3,000Misc. specialties $0.25 GSF 39,788 $9,947 68,212 $17,053 105,750 $26,438 105,750 $26,438
101400 IDENTIFYING DEVICES
Building directory - allow $5,000.00 EA 1 $5,000 1 $5,000 $0Dedication plaque $3,500.00 EA 1 $3,500 1 $3,500 $0Interior Signage $0.22 GSF 39,788 $8,753 68,212 $15,007 105,750 $23,265 105,750 $23,265
---------- ---------- ---------- ----------$285,464 $833,176 $1,235,713 $1,222,863
TOTAL C10 - INTERIOR CONSTRUCTION $1,717,589 $3,470,647 $5,281,641 $5,206,917
C20 - STAIRS
C2010 STAIR CONSTRUCTION
050001 MISCELLANEOUS & ORNAMENTAL IRON*
Metal Pan Stair w/Rails:Learning Stair $150,000.00 LS 1 $150,000 1 $150,000 1 $150,000
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Egress corridor stair $35,000.00 FLT 2 $70,000 2 $70,000 2 $70,000
033000 CAST IN PLACE CONCRETE
Conc stair pan fill - full flt $3,000.00 FLTS 3 $9,000 3 $9,000 3 $9,000
---------- ---------- ---------- ----------$0 $229,000 $229,000 $229,000
C2020 STAIR FINISHES
090005 RESILIENT FLOORING*
Learning Stair finish $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000Rubber treads and risers $2,500.00 FLTS 2 $5,000 2 $5,000 2 $5,000
090007 PAINTING*
Paint stair & rails - full flt $2,500.00 FLTS 3 $7,500 3 $7,500 3 $7,500
---------- ---------- ---------- ----------$0 $37,500 $37,500 $37,500
TOTAL C20 - STAIRS $0 $266,500 $266,500 $266,500
C30 - INTERIOR FINISHES
C3010 WALL FINISHES
Wall Finish $10.25 GSF 39,788 $407,827 68,212 $699,173 105,750 $1,083,938 105,750 $1,083,938
---------- ---------- ---------- ----------$407,827 $699,173 $1,083,938 $1,083,938
C3020 FLOOR FINISHES
Floor Finish $10.75 GSF 39,788 $427,721 68,212 $733,279 105,750 $1,136,813 105,750 $1,136,813
---------- ---------- ---------- ----------$427,721 $733,279 $1,136,813 $1,136,813
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
C3030 CEILING FINISHES
Ceiling Finish $12.00 GSF 39,788 $477,456 68,212 $818,544 105,750 $1,269,000 105,750 $1,269,000
---------- ---------- ---------- ----------$477,456 $818,544 $1,269,000 $1,269,000
TOTAL C30 - INTERIOR FINISHES $1,313,004 $2,250,996 $3,489,750 $3,489,750
D. SERVICES
D10 - CONVEYING
D1010 ELEVATORS & LIFTS
140001 ELEVATORS*
Traction 3,500 lbs Passenger Elev $90,000.00 STOP $0 2 $180,000 3 $270,000 2 $180,000
Elevator Metals $10,000.00 LS 1 $10,000 1 $10,000 1 $10,000
---------- ---------- ---------- ----------$0 $190,000 $280,000 $190,000
TOTAL D10 - CONVEYING $0 $190,000 $280,000 $190,000
D20 - PLUMBING
D2010 PLUMBING FIXTURES
Fixtures:Plumbing Fixture $1,550.00 EA 32 $49,600 188 $291,400 220 $341,000 220 $341,000HB $450.00 EA 4 $1,800 4 $1,800 8 $3,600 8 $3,600Wall Hydrant $450.00 EA 4 $1,800 4 $1,800 8 $3,600 8 $3,600Auto Flush valve $520.00 EA 16 $8,320 24 $12,480 40 $20,800 40 $20,800Auto faucet sensor $495.00 EA 16 $7,920 29 $14,355 45 $22,275 45 $22,275
Electric Indirect Water Heater $60,000.00 LS 1 $60,000 1 $60,000 1 $60,000Kitchen Connections $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000
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DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Grease Interceptor $15,000.00 LS 1 $15,000 1 $15,000 1 $15,000
Roof Drainage $3.75 SFR 39,788 $149,205 41,684 $156,315 45,590 $170,963 56,033 $210,124
Underslab Piping $1.80 SF 41,684 $75,031 45,590 $82,062 56,033 $100,859Floor Drain $850.00 EA 4 $3,400 12 $10,200 22 $18,700 22 $18,700Replace Undersalb as necessary $1.00 SF 39,788 $39,788 $0
Domestic Piping:Water main and branch $50.00 LF 2,200 $110,000 10,780 $539,000 12,980 $649,000 12,980 $649,000Pipe Insulation $9.75 LF 2,200 $21,450 10,780 $105,105 12,980 $126,555 12,980 $126,555
Sanitary and Vent Piping2" -4" $49.50 LF 1,600 $79,200 7,840 $388,080 9,400 $465,300 9,400 $465,300
Misc.Test and Sanitize $0.50 GSF 39,788 $19,894 68,212 $34,106 105,750 $52,875 105,750 $52,875Core and Firesafing $0.50 GSF 39,788 $19,894 68,212 $34,106 105,750 $52,875 105,750 $52,875BIM, Commission Coordination $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750Plumbing Supervision $1.50 GSF 39,788 $59,682 68,212 $102,318 105,750 $158,625 105,750 $158,625
Water service BFP and meter rough in $12,500.00 LS 1 $12,500 1 $12,500 1 $12,500Permit $0.20 GSF 39,788 $7,958 68,212 $13,642 105,750 $21,150 105,750 $21,150
---------- ---------- ---------- ----------$619,699 $1,965,451 $2,412,630 $2,470,588
TOTAL D20 - PLUMBING $619,699 $1,965,451 $2,412,630 $2,470,588
D30 - HVAC
D3010 HVAC
Option 2BGeothermal Wells and Piping $28,000 EA 80 $2,240,000 80 $2,240,000 80 $2,240,000Geothermal Site Piping $350,000 LS 1 $350,000 1 $350,000 1 $350,000Water to water heat pump $2,100 TONS 280 $588,000 280 $588,000 280 $588,000Heat Exchanger $45,000 EA 1 $45,000 1 $45,000 1HP Valving $35,000 EA 1 $35,000 1 $35,000 1 $35,000HWP-1,2 (5 hp) $12,000 EA 4 $48,000 4 $48,000 4 $48,000VFD $2,800 EA 4 $11,200 4 $11,200 4 $11,200Chemical feed - ( check glycol gallons ) $65,000 LS 1 $65,000 1 $65,000 1 $65,000
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Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Air separator $2,800 EA 1 $2,800 1 $2,800 1 $2,800Expansion tank $3,200 EA 1 $3,200 1 $3,200 1 $3,200
Air Equipment:ERV - 1 Classroom $19.00 CFM 11,500 $218,500 11,500 $218,500 11,500 $218,500ERV - 2 Classroom $19.00 CFM 11,500 $218,500 11,500 $218,500 11,500 $218,500ERV - 3 Music $19.00 CFM 4,000 $76,000 4,000 $76,000 4,000 $76,000ERV Sound Attenuation - S&R $1.00 CFM 23,000 $23,000 31,000 $31,000 54,000 $54,000 54,000 $54,000AHU - 1 Gym $19.00 CFM 12,000 $228,000 12,000 $228,000 12,000 $228,000AHU - 2 Café $19.00 CFM 10,000 $190,000 10,000 $190,000 10,000 $190,000AHU - 2 Sound Attenuator - S&R $1.00 CFM 48,000 $48,000 48,000 $48,000 48,000 $48,000AHU - 3 Admin $19.00 CFM 10,000 $190,000 10,000 $190,000 10,000 $190,000MAU- 1 Kitchen $9.00 CFM 5,000 $45,000 5,000 $45,000 5,000 $45,000
Chilled Beam $2,000.00 EA 40 $80,000 80 $160,000 120 $240,000 120 $240,000VAV $1,150.00 EA 5 $5,750 20 $23,000 25 $28,750 25 $28,750Fan Coil $1,500.00 EA 4 $6,000 20 $30,000 24 $36,000 24 $36,000
Mech Piping - CW/HW $12.50 GSF 39,788 $497,350 68,212 $852,650 105,750 $1,321,875 105,750 $1,321,875
Supplemental heat/cool:Perm Heat Panels n/aElec Heat Specialties $2.00 GSF 39,788 $79,576 68,212 $136,424 105,750 $211,500 105,750 $211,500VRF Spilt system $15,000.00 EA 1 $15,000 1 $15,000 2 $30,000 2 $30,000
Galv Ductwork $15.00 LBS 39,788 $596,820 68,212 $1,023,180 105,750 $1,586,250 105,750 $1,586,250Spiral Ductwork $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000Kitchen Exhaust Ductwork $45,000.00 LS 1 $45,000 1 $45,000 1 $45,000Duct Insul $4.20 SF 30,606 $128,546 52,471 $220,377 81,346 $341,654 81,346 $341,654Duct Liner $7.00 SF 2,500 $17,500 5,000 $35,000 7,500 $52,500 7,500 $52,500Exhaust Fan $4,500.00 EA 6 $27,000 6 $27,000 12 $54,000 12 $54,000
Temporary Boiler $55,000.00 LS 1 $55,000Temporary Chiller $110,000.00 LS 1 $110,000
Temp Control $9.00 GSF 39,788 $358,092 68,212 $613,908 105,750 $951,750 105,750 $951,750Seismic and Vibration $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000BIM/ Commission coordination $35,000.00 LS 1 $35,000 1 $35,000 1 $35,000HVAC Supervision $75,000.00 LS 1 $75,000 1 $75,000 1 $75,000
---------- ---------- ---------- ----------$2,218,134 $7,761,239 $9,720,479 $9,675,479
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 58
Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
TOTAL D30 - HVAC $2,218,134 $7,761,239 $9,720,479 $9,675,479
D40 - FIRE PROTECTION
D4010 SPRINKLERS
210001 FIRE SUPPRESSION* Sprinkler system - wet $5.50 GSF 39,788 $218,834 68,212 $375,166 105,750 $581,625 105,750 $581,625*EXCLUDES FIRE PUMP
---------- ---------- ---------- ----------$218,834 $375,166 $581,625 $581,625
TOTAL D40 - FIRE PROTECTION $218,834 $375,166 $581,625 $581,625
D50 - ELECTRICAL
D5010 ELECTRICAL SERVICE & DISTRIBUTION
260001 ELECTRICAL*
4,000 Service Panel and Feeders ( 480 V ) $6.50 GSF 39,788 $258,622 68,212 $443,378 105,750 $687,375 105,750 $687,375Digital Sub Metering $12,000.00 LS 1 $12,000 1 $12,000 1 $12,000500 kw Diesel Generator $385,000.00 LS 1 $385,000 1 $385,000 1 $385,000Demo Disconnect $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000Temp Power and Light $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750
Backfeed Electrical due to phasing $75,000.00 LS 1 $75,000
---------- ---------- ---------- ----------$398,410 $908,590 $1,215,125 $1,215,125
D5020 LIGHTING & BRANCH WIRING
260001 ELECTRICAL*
Lighting $9.85 GSF 39,788 $391,912 68,212 $671,888 105,750 $1,041,638 105,750 $1,041,638Lighting Control $2.55 GSF 39,788 $101,459 68,212 $173,941 105,750 $269,663 105,750 $269,663
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 59
Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
---------- ---------- ---------- ----------$493,371 $845,829 $1,311,300 $1,311,300
D5030 COMMUNICATION & SECURITY 260001 ELECTRICAL*
CCTV $3.00 GSF 39,788 $119,364 68,212 $204,636 105,750 $317,250 105,750 $317,250Access control $1.00 GSF 39,788 $39,788 68,212 $68,212 105,750 $105,750 105,750 $105,750Video entry system $22,000.00 LS 1 $22,000 1 $22,000 1 $22,000
Digital Signage $4,000.00 EA 2 $8,000 3 $12,000 5 $20,000 5 $20,000Tele/data cabling, racks and switches $4.50 GSF 39,788 $179,046 68,212 $306,954 105,750 $475,875 105,750 $475,875Classroom AV rough-in only $1,200.00 EA 12 $14,400 38 $45,600 50 $60,000 50 $60,000Speech Reinforcement $3,300.00 EA 12 $39,600 38 $125,400 50 $165,000 50 $165,000
---------- ---------- ---------- ----------$400,198 $784,802 $1,165,875 $1,165,875
D5090 OTHER ELECTRICAL SYSTEMS
260001 ELECTRICAL*
Rath 2way call $18,000.00 EA 1 $18,000 1 $18,000 1 $18,000Fire Alarm $3.50 GSF 39,788 $139,258 68,212 $238,742 105,750 $370,125 105,750 $370,125Mass Notification $0.50 GSF 39,788 $19,894 68,212 $34,106 105,750 $52,875 105,750 $52,875Devices $2.80 GSF 39,788 $111,406 68,212 $190,994 105,750 $296,100 105,750 $296,100Clocks and PA $1.20 GSF 39,788 $47,746 68,212 $81,854 105,750 $126,900 105,750 $126,900Gym/Café Sound System $0.75 GSF 39,788 $29,841 68,212 $51,159 105,750 $79,313 105,750 $79,313Lighting Protection $0.95 GSF 39,788 $37,799 68,212 $64,801 105,750 $100,463 105,750 $100,463Mechanical Wiring $1.90 GSF 39,788 $75,597 68,212 $129,603 105,750 $200,925 105,750 $200,925Bi-Direction Antenna $0.80 GSF 39,788 $31,830 68,212 $54,570 105,750 $84,600 105,750 $84,600
PV Panels:Roof Panel $2,975.00 KW 712 $2,118,200 402 $1,195,950 554 $1,648,150Canopy Panel $2,800.00 KW 86 $240,800 366 $1,024,800 214 $599,200Allow for duct banks $30,000.00 LS 1 $30,000 1 $30,000 1 $30,000
By others:Telephone systemNetwork switchesClassroom projectors
---------- ---------- ---------- ----------$493,371 $3,252,829 $3,580,050 $3,606,650
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 60
Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
TOTAL D50 - ELECTRICAL $1,785,350 $5,792,050 $7,272,350 $7,298,950
E. EQUIPMENT & FURNISHINGS
E10 - EQUIPMENT
E1010 COMMERCIAL EQUIPMENT
114000 FOOD SERVICE EQUIPMENT
Kitchen equipment - new $750,000.00 LS 1 $750,000 1 $750,000 1 $750,000
---------- ---------- ---------- ----------$0 $750,000 $750,000 $750,000
E1090 OTHER EQUIPMENT
113100 APPLIANCES
Staff kitchen refrigerator $1,000.00 EA 2 $2,000 2 $2,000 2 $2,000Staff kitchen microwave $500.00 EA 2 $1,000 2 $1,000 2 $1,000Medical office refrigerator w/ice $1,000.00 EA 1 $1,000 1 $1,000 1 $1,000
116600 ATHLETIC & SPORTS EQUIPMENT
Basketball backstops - electric $9,500.00 EA 4 $38,000 4 $38,000 4 $38,000Wall padding - 6' $15.00 SF 500 $7,500 500 $7,500 500 $7,500Motorized gym divider curtain $19.00 SF 1,400 $26,600 1,400 $26,600 1,400 $26,600Volley ball court equip. $700.00 EA 1 $700 1 $700 1 $700Scoreboard and shot clock $24,000.00 EA 1 $24,000 1 $24,000 1 $24,000Bleachers $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000
116143 STAGE DRAPERY
Stage curtain and rigging $32,000.00 LS 1 $32,000 1 $32,000 1 $32,000
115213 PROJECTION SCREENS
Projection screen - stage $7,500.00 EA 1 $7,500 1 $7,500 1 $7,500Projection screen - media center $7,500.00 EA 1 $7,500 1 $7,500 1 $7,500
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Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
119000 MISC. EQUIPMENT
Metal storage shelving NICBook security equipment NICKiln $3,500.00 EA 1 $3,500 1 $3,500 1 $3,500
---------- ---------- ---------- ----------$0 $176,300 $176,300 $176,300
TOTAL E10 - EQUIPMENT $0 $926,300 $926,300 $926,300
E20 - FURNISHINGS
E 2010 FIXED FURNISHINGS
129000 MISC. FURNISHINGS
Meco shade - manual $7.50 SF 4,200 $31,500 4,260 $31,950 6,582 $49,365 6,358 $47,685Elec Op Shades $45,000.00 LS 1 $45,000 1 $45,000 1 $45,000
123553 CLASSROOM CASEWORK
Casework $1,500,000.00 LS 1 $1,500,000 1 $1,500,000 1 $1,500,000
---------- ---------- ---------- ----------$31,500 $1,576,950 $1,594,365 $1,592,685
E2020 MOVABLE FURNISHINGS NIC
---------- ---------- ---------- ----------$0 $0 $0 $0
TOTAL E20 - FURNISHINGS $31,500 $1,576,950 $1,594,365 $1,592,685
F20 - SELECTIVE BUILDING DEMOLITION
F2010 BUILDING ELEMENTS DEMOLITION
Demolish existing building SEE SUMMARY PAGE
Interior Gut Finish and MEP $14.00 GSF 39,788 $557,032 $0Remove exterior wall $25.00 SF 3,248 $81,200 $0
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 62
Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
---------- ---------- ---------- ----------$638,232 $0 $0 $0
F2020 HAZARDOUS COMPONENTS ABATEMENT
Hazardous Waste Allowance SEE SUMMARY PAGE
---------- ---------- ---------- ----------$0 $0 $0 $0
TOTAL F20 - SELECTIVE BUILDING DEMOLITION $638,232 $0 $0 $0
G. BUILDING SITEWORK
G10 - SITE PREPARATION
G1010 SITE CLEARING
311000 SITE PREPARATION & CLEARING
Construction fence 12.50 LF 2,700 $33,750 2,700 $33,750 2,700 $33,750Construction entrance pad 11.00 SF 2,500 $27,500 2,500 $27,500 2,500 $27,500Construction gates 1,200.00 EA 1 $1,200 1 $1,200 1 $1,200Clear and Grub 0.15 SF 360,000 $54,000 360,000 $54,000 360,000 $54,000Strip and stack 6"-12" top soil 10.50 CY 4,200 $44,100 4,200 $44,100 4,200 $44,100Protect stockpile 10,000.00 LS 1 $10,000 1 $10,000 1 $10,000Protect tree 7,500.00 LS 1 $7,500 1 $7,500 1 $7,500General Site Prep 0.12 SF 360,000 $43,200 360,000 $43,200 360,000 $43,200
---------- ---------- ---------- ----------$0 $221,250 $221,250 $221,250
G1020 SITE DEMOLITION & RELOCATIONS
Erosion control 8.50 LF 2,200 $18,700 2,200 $18,700 2,200 $18,700Inlet Protection 110.00 EA 10 $1,100 10 $1,100 10 $1,100Erosion Control Maintance 7,500.00 LS 1 $7,500 1 $7,500 1 $7,500Tree Protection 650.00 EA 8 $5,200 8 $5,200 8 $5,200Sawcut bit pavement 6.50 LF 75 $488 75 $488 75 $488Remove bit pavement 1.05 SF 143,600 $150,780 143,600 $150,780 143,600 $150,780Remove concrete pad 1.30 SF 200 $260 200 $260 200 $260
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Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Remove paved walkway 1.15 SF 16,458 $18,927 16,458 $18,927 16,458 $18,927Remove play area 1.15 SF 12,635 $14,530 12,635 $14,530 12,635 $14,530Remove play structure 2,500.00 EA 4 $10,000 4 $10,000 4 $10,000Remove shed 2,000.00 EA 1 $2,000 1 $2,000 1 $2,000Remove UG 10,000 gal oil tank 40,000.00 LS $0 $0 $0Remove utility line 38.00 LF 1,500 $57,000 1,500 $57,000 1,500 $57,000Remove utility structure 550.00 EA 5 $2,750 5 $2,750 5 $2,750Misc. Site Removal 0.10 SF 360,000 $36,000 360,000 $36,000 360,000 $36,000
Temporary Measures:Temp Sediment basin 10,000.00 LS 1 $10,000 1 $10,000 1 $10,000Temporary Parking and Access 50,000.00 LS 1 $50,000 1 $50,000 1 $50,000Phasing logistics 35,000.00 LS 1 $35,000 1 $35,000 1 $35,000
---------- ---------- ---------- ----------$0 $420,234 $420,234 $420,234
G1030 SITE EARTHWORK
310000 EARTHWORK
Site Grading 0.80 SY $0 40,000 $32,000 40,000 $32,000 40,000 $32,000Site Cut and Disposal 35.00 CY $0 20,000 $700,000 30,000 $1,050,000 30,000 $1,050,000Site Fill - Import 20.00 CY $0 3,000 $60,000 6,000 $120,000 6,000 $120,000
$0Replace Unsuitable Mat'l 55.00 CY 1,000 $55,000 1,000 $55,000 1,000 $55,000
---------- ---------- ---------- ----------$0 $847,000 $1,257,000 $1,257,000
TOTAL G10 - SITE PREPARATION $0 $1,488,484 $1,898,484 $1,898,484
G20 - SITE IMPROVEMENTS
G2010 ROADWAYS
321000 PAVING AND CURBING
Site:Bituminous - Road and drop off $37.00 SY $0 4,267 $157,879 8,506 $314,722 8,506 $314,722Bituminous - Parking $37.00 SY $0 2,731 $101,047 2,864 $105,968 2,864 $105,968
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Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Bituminous - Vehicular at Play area $37.00 SY 4,184 $154,808 4,184 $154,80812" Gravel base @ vehicular pave. $36.00 CY 2,332 $83,952 5,185 $186,660 5,185 $186,660Granite Curbing - road/drop off $49.00 LF $0 2,434 $119,266 3,443 $168,707 3,443 $168,707Granite Curbing - parking $49.00 LF $0 1,449 $71,001 988 $48,412 988 $48,412Curb cut /St. patch @ entry drive $5,000.00 LOC 2 $10,000 2 $10,000 2 $10,000Parking/traffic signage $0.10 SF 62,698 $6,270 102,330 $10,233 102,330 $10,233Parking line panting & markings $0.20 SF 62,698 $12,540 102,330 $20,466 102,330 $20,466
---------- ---------- ---------- ----------$0 $561,954 $1,019,976 $1,019,976
G2030 PEDESTRIAN PAVING
321000 PAVING AND CURBING
Sidewalk :4" Concrete Pavement $9.85 SF 24,343 $239,779 29,229 $287,906 29,229 $287,906Bit Play Surface - pnt markings $6.00 SF 3,778 $22,668 25,102 $150,612 25,102 $150,612Bit Walkway - 4' wide $4.10 SF 5,000 $20,500 2,000 $8,200 2,000 $8,2008" Gravel base @ ped. pavement $39.00 CY 817 $31,863 1,390 $54,210 1,390 $54,210Tactile warning paver $750.00 EA 8 $6,000 8 $6,000 8 $6,000
---------- ---------- ---------- ----------$0 $320,810 $506,928 $506,928
G2040 SITE DEVELOPMENT
323000 SITE IMPROVEMENTS
PV Canopy Structure $24.00 SF 4,300 $103,200 18,300 $439,200 18,300 $439,200
Redircok wall $75.00 SF 3,996 $299,700 4,404 $330,300Perf Drain $45.00 LF 645 $29,025 685 $30,825
Play Area :Under drain system $1.00 SF 6,300 $6,300 14,051 $14,051 14,051 $14,051Resilient play surface $23.00 SF 6,300 $144,900 14,051 $323,173 14,051 $323,1738" Gravel Base $39.00 CY 156 $6,084 347 $13,533 347 $13,533Perim. curb $48.00 LF 400 $19,200 691 $33,168 691 $33,168Decorative metal fencing $120.00 LF 400 $48,000 691 $82,920 691 $82,9205'W Gate @ decorative metal fencing $3,500.00 EA 2 $7,000 2 $7,000 2 $7,000Play Equipment - allow $400,000.00 LS 1 $400,000 1 $400,000 1 $400,000
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Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
Courtyard Improvements $15.00 SF 15,804 $237,060Site Stairs $75,000.00 LF 1 $75,000 1 $75,000
Outdoor Learning:Outdoor Learning paving $15.00 SF 2,500 $37,500 4,000 $60,000 4,000 $60,000Outdoor learning amenities $75,000.00 LS 1 $75,000 1 $75,000 1 $75,000
Athletic Field12" Drainage Layer $42.00 CY 1,740 $73,080 1,740 $73,080 1,740 $73,080Perf Sub Drain $0.65 SF 47,000 $30,550 47,000 $30,550 47,000 $30,550CL Fencing $68.00 LF 800 $54,400 800 $54,400 800 $54,400Field lighting n/a
Seat walls $575.00 LF 150 $86,250 150 $86,250 150 $86,250Dumpster pad and enclosure $15,000.00 LS 1 $15,000 1 $15,000 1 $15,000Trash Receptacle $2,100.00 EA 6 $12,600 6 $12,600 6 $12,600Flag pole $11,250.00 EA 2 $22,500 2 $22,500 2 $22,500Benches $2,850.00 EA 14 $39,900 14 $39,900 14 $39,900Decorative bollard $3,500.00 EA 40 $140,000 40 $140,000 40 $140,000Utility Bollard $1,100.00 EA 20 $22,000 20 $22,000 20 $22,000Bike Loop $875.00 EA 50 $43,750 50 $43,750 50 $43,750Site sign $25,000.00 LS 1 $25,000 1 $25,000 1 $25,000Site Fencing - cl allow $68.00 LF 500 $34,000 500 $34,000 500 $34,000Site Fencing - cl metal picket $150.00 LF 250 $37,500 250 $37,500 250 $37,500Misc. site improvements $50,000.00 LS 1 $50,000 1 $50,000 1 $50,000
---------- ---------- ---------- ----------$0 $1,770,774 $2,538,300 $2,570,700
G2050 LANDSCAPING
329000 PLANTING
Planting Allowance $0.75 SFTree - 3 1/2" cal $1,550.00 EA 100 $155,000 100 $155,000 100 $155,000Planting Bed Perennial and Shrubs $8.00 SF 40,391 $323,128 40,391 $323,128 40,391 $323,128
Rain Garden $15.00 SF 20,120 $301,800 29,138 $437,070 29,138 $437,070School Garden $40,000.00 LS 1 $40,000 1 $40,000 1 $40,000 Loam:18" Planting Bed - import $72.00 CY 1,000 $72,000 2,239 $161,208 2,239 $161,20812" Loam Athletic Field - import $62.00 CY 1,740 $107,880 1,740 $107,880 1,740 $107,880
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Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
6" Loam Lawn - amend $38.00 CY 2,731 $103,778 2,131 $80,978 2,131 $80,978Mulch $55.00 CY 250 $13,750 373 $20,515 373 $20,515
Hydroseed - lawn $0.34 SF 147,506 $50,152 115,144 $39,149 115,144 $39,149
---------- ---------- ---------- ----------$0 $1,167,488 $1,364,928 $1,364,928
TOTAL G20 - SITE IMPROVEMENTS $0 $3,821,026 $5,430,132 $5,462,532
G30 - SITE MECHANICAL UTILITIES
G3010 WATER SUPPLY
330000 UTILITIES
Street Connection $10,000.00 LOC 1 $10,000 1 $10,000 1 $10,000St pavement cut & patch $5,000.00 LOC 1 $5,000 1 $5,000 1 $5,0008" Main loop $118.00 LF 1,900 $224,200 1,900 $224,200 1,900 $224,2006" Fire Service $92.00 LF 250 $23,000 250 $23,000 250 $23,0004" Domestic $78.00 LF 150 $11,700 150 $11,700 150 $11,7008" Gate valve main $1,850.00 EA 4 $7,400 4 $7,400 4 $7,4006" Gate valve dom $1,600.00 EA 3 $4,800 3 $4,800 3 $4,800Fire Hydrant $3,100.00 EA 2 $6,200 2 $6,200 2 $6,200Test, sanitize, thrust block , misc. $7,500.00 LS 1 $7,500 1 $7,500 1 $7,500
---------- ---------- ---------- ----------$0 $299,800 $299,800 $299,800
G3020 SANITARY SEWER
330000 UTILITIES
Site Sewage lift station $85,000.00 LS 0 $0 0 $0 0 $08" PVC San Main $105.00 LF 1,050 $110,250 1,050 $110,250 1,050 $110,250Grease Trap - 5,000 gal $22,000.00 EA 1 $22,000 1 $22,000 1 $22,000Int Grease interceptor W / plumbingSite manhole $4,100.00 EA 3 $12,300 3 $12,300 3 $12,300St pavement cut & patch $5,000.00 LOC 1 $5,000 1 $5,000 1 $5,000Street Connection $10,000.00 LS 1 $10,000 1 $10,000 1 $10,000
---------- ---------- ---------- ----------$0 $159,550 $159,550 $159,550
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 67
Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
G3030 STORM SEWER
330000 UTILITIES
Detention Basins and Surface Storage:Building Area 4.00 SFFP 81,472 $325,888 45,590 $182,360 45,590 $182,360Site Pavement 4.00 SFFP 102,119 $408,476 172,692 $690,768 172,692 $690,768
---------- ---------- ---------- ----------$0 $734,364 $873,128 $873,128
G3060 FUEL DISTRIBUTION
Trench gas line not usedGas pad
---------- ---------- ---------- ----------$0 $0 $0 $0
TOTAL G30 - SITE MECHANICAL UTILITIES $0 $1,193,714 $1,332,478 $1,332,478
G40 - SITE ELECTRICAL UTILITIES
G4010 ELECTRICAL DISTRIBUTION
330000 UTILITIES
330000 UTILITIES
Site Electric $150,000.00 LS 1 $150,000 1 $150,000 1 $150,000*Electrical poles and primary by others
Electrical Distribution:Transformer pad $3,500.00 EA 1 $3,500 1 $3,500 1 $3,500Emergency generator pad $3,500.00 EA 1 $3,500 1 $3,500 1 $3,500Primary elec. conc duct bank $85.00 LF 1,000 $85,000 1,000 $85,000 1,000 $85,000
---------- ---------- ---------- ----------$0 $242,000 $242,000 $242,000
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 68
Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
G4020 SITE LIGHTING
260001 ELECTRICAL*
Lighting Fixtures:Roadway/Parking Fixtures $3,375.00 EA 20 $67,500 26 $87,750 26 $87,750Pedestrian Lighting $2,800.00 EA 15 $42,000 44 $123,200 44 $123,2001"c Light feed $12.75 LF 5,500 $70,125 5,800 $73,950 5,800 $73,950Specialty Lighting $10,000.00 LS 1 $10,000 1 $10,000 1 $10,000
New Site Lighting:Light pole feeder trench $14.50 LF 5,500 $79,750 5,800 $84,100 5,800 $84,100Parking Light pole base $950.00 EA 20 $19,000 26 $24,700 26 $24,700Ornamental Light pole base $650.00 EA 15 $9,750 44 $28,600 44 $28,600*Excludes traffic lights*excludes sports field lighting
---------- ---------- ---------- ----------$0 $298,125 $432,300 $432,300
TOTAL G40 - SITE ELECTRICAL UTILITIES $0 $540,125 $674,300 $674,300
ALTERANTES
NO.1 - IN LEIU OF GSHP SUBSTITTUE ASHP w/ REVISED PV
DeductGeothermal System 3,388,200.00 LS -1 ($3,388,200) -1 ($3,388,200) -1 ($3,388,200)Chilled Beam $2,000.00 EA -120 ($240,000) -120 ($240,000) -120 ($240,000)VAV $1,150.00 EA -25 ($28,750) -25 ($28,750) -25 ($28,750)Fan Coil $1,500.00 EA -24 ($36,000) -24 ($36,000) -24 ($36,000)Mech Piping - CW/HW $12.50 GSF -108,000 ($1,350,000) -105,750 ($1,321,875) -105,750 ($1,321,875)Add:ACCU 1,850.00 TONS 340 $629,000 340 $629,000 340 $629,000ACCU Install Labor 2,000.00 EA 10 $20,000 10 $20,000 10 $20,000Branch Controller 10,500.00 EA 24 $252,000 24 $252,000 24 $252,000Branch Controller Install Labor 1,000.00 EA 24 $24,000 24 $24,000 24 $24,000Indoor CassettesVRF- Non-Ducted 2,100.00 EA 40 $84,000 40 $84,000 40 $84,000VRF-Ducted 2,650.00 EA 100 $265,000 100 $265,000 100 $265,000VRF Indoor Units Install Labor 1,000.00 EA 140 $140,000 140 $140,000 140 $140,000REF Main 45.00 LF 3,800 $171,000 3,800 $171,000 3,800 $171,000
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 69
Wildwood Elem. School - PSR 6/1/22========================================================================================================================================================================================================
DESCRIPTION UNIT COST UNIT QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL========================================================================================================================================================================================================
OPTION 4 RENO OPTION 4 ADDITION OPTION 5 NEW CONSTRUCTION OPTION 6 NEW CONSTRUCTION
REF Branch Solder 40.00 EA 14,000 $560,000 14,000 $560,000 21,500 $860,000Isolation valve 92.00 EA 400 $36,800 400 $36,800 400 $36,800Condensate Pumps 250.00 EA 215 $53,750 215 $53,750 215 $53,750
Emergency Generator Increase 350,000.00 LS $1 $350,000 $1 $350,000 $1 $350,000Electrical Service Premium 1.50 SF 108,000 $162,000 105,750 $158,625 105,750 $158,625Canopy Panel $2,800.00 KW 107 $299,600 199 $557,200 199 $557,200PV Canopy Structure $24.00 SF 5,350 $128,400 9,950 $238,800 9,950 $238,800
---------- ---------- ---------- ----------$0 ($1,867,400) ($1,474,650) ($1,174,650)
mark-up 30.5% ($569,557) ($449,768) ($358,268)---------- ---------- ---------- ----------
TOTAL ALT NO. 1 ($2,436,957) ($1,924,418) ($1,532,918)
Prepared by: A. M. Fogarty & Associates, Inc.AMHERST FORT RIVER AND WILDWOOD ELEM PSR 5 -226/1/202212:14 PM Page 70
PSR Submission Estimate
Amherst Elementary SchoolAmherst, MA
PM&C LLC Prepared for:
20 Downer Avenue, Suite 5Hingham, MA 02043 Anser Advisors
(T) 781-740-8007(F) 781-740-1012 June 1, 2022
Amherst Elementary School
1-Jun-22
Amherst, MA
PSR Submission Estimate
INTRODUCTION
ITEMS NOT CONSIDERED IN THIS ESTIMATE
Items not included in this estimate are:
All professional fees and insurance
Building Permit costs
Removal of contaminated soils
Rock excavation
Land acquisition, feasibility, and financing costs
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 (e.g. draperies, furniture and equipment)
Utility company back charges, including work required off-site
Work to City streets and sidewalks, (except as noted in this estimate)
NOTE: The costs for the various PSR Options indicated above are intended to be an analysis of the relative costs
between options and NOT a prediction of the actual final cost of any individual option. Major variables such as
geotechnical, site grading, structural system and final MEP systems have yet to be designed and costs will vary
significantly from the benchmark cost estimating included as part of this PDP cost analysis. The costs outlined in
this report should not be represented as the FINAL construction budget.
This estimate includes all direct construction costs, construction managers overhead and profit and design contingency. Cost escalation
assumes start dates indicated.
Bidding conditions are expected to be public bidding under 149a of the Massachusetts General Laws to pre-qualified construction
managers, and pre-qualified sub-contractors, open specifications for materials and manufacturers.
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.
This PSR Design Submission cost estimate was produced from narratives and outline drawings dated May 13, 2022 prepared by
DeNisco Architects and their design team.
Amherst Elementary School PSR 6.1.22 FINAL Page 2 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate
MAIN CONSTRUCTION COST SUMMARY
Gross Floor Area
$/sf Estimated Construction Cost
OPTION 1
FORT RIVER SITE - RENOVATION AND ADDITION
NEW ADDITION + RENOVATION 108,000 $456.11 $49,259,470
PHASING COSTS $738,892
PARTIAL DEMOLITION 43,815 $10.00 $438,150
HAZARDOUS MATERIAL ABATEMENT $1,263,658
SITEWORK $10,042,772
SUB-TOTAL 108,000 $571.69 $61,742,942
12.0% $7,409,153
8.0% $4,939,435
SUB-TOTAL $74,091,530
Included In Rates
30 Months $120,000 $3,600,000
4.0% $2,963,661
BONDS 0.9% $666,824
GENERAL LIABILITY INSURANCE 1.1% $815,007
PERMIT WAIVED
SUB-TOTAL $82,137,022
CM FEE 2.5% $2,053,426
GMP Contingency 2.0% $1,642,740
108,000 $794.75 $85,833,188
DEDUCT ($3,002,400)
ADD $250,000ADD $350,000ADD $684,575ADD $380,971
DESIGN AND PRICING CONTINGENCY
ESCALATION - Assumed Start Summer 2024
NON TRADES SUB BONDS
GENERAL CONDITIONS
GENERAL REQUIREMENTS
TOTAL OF ALL CONSTRUCTION
Alternates (including all markups):
1. ASHP HVAC SYSTEM
2.b Additional PV - Canopy
1.a Electrical Service Increase
1. b Generator Increase
2.a Additional PV - Roof
Page 3 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate
MAIN CONSTRUCTION COST SUMMARY
Gross Floor Area
$/sf Estimated Construction Cost
OPTION 2
FORT RIVER SITE - NEW THREE STORY BUILDING
NEW BUILDING 105,750 $448.29 $47,406,239
DEMOLITION 82,000 $8.00 $656,000
HAZARDOUS MATERIAL ABATEMENT $1,263,658
SITEWORK $11,718,024
SUB-TOTAL 105,750 $577.25 $61,043,921
12.0% $7,325,271
8.0% $4,883,514
SUB-TOTAL $73,252,706
Included In Rates
22 Months $120,000 $2,640,000
4.0% $2,930,108
BONDS 0.9% $659,274
GENERAL LIABILITY INSURANCE 1.1% $805,780
PERMIT WAIVED
SUB-TOTAL $80,287,868
CM FEE 2.5% $2,007,197
GMP Contingency 2.0% $1,605,757
105,750 $793.39 $83,900,822
DEDUCT ($2,897,550)
ADD $250,000ADD $350,000ADD $681,575ADD $327,156
4. DBB ILO CMr DEDUCT ($6,712,066)
DESIGN AND PRICING CONTINGENCY
ESCALATION - Assumed Start Summer 2024
NON TRADES SUB BONDS
GENERAL CONDITIONS
GENERAL REQUIREMENTS
TOTAL OF ALL CONSTRUCTION
Alternates (including all markups):
1. ASHP HVAC SYSTEM
2.b Additional PV - Canopy
1.a Electrical Service Increase
1. b Generator Increase
2.a Additional PV - Roof
Page 4 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate
MAIN CONSTRUCTION COST SUMMARY
Gross Floor Area
$/sf Estimated Construction Cost
OPTION 3
FORT RIVER SITE - NEW TWO STORY BUILDING
NEW BUILDING 105,750 $459.33 $48,574,636
DEMOLITION 82,000 $8.00 $656,000
HAZARDOUS MATERIAL ABATEMENT $1,263,658
SITEWORK $11,730,910
SUB-TOTAL 105,750 $588.42 $62,225,204
12.0% $7,467,024
8.0% $4,978,016
SUB-TOTAL $74,670,244
Included In Rates
22 Months $120,000 $2,640,000
4.0% $2,986,810
BONDS 0.9% $672,032
GENERAL LIABILITY INSURANCE 1.1% $821,373
PERMIT WAIVED
SUB-TOTAL $81,790,459
CM FEE 2.5% $2,044,761
GMP Contingency 2.0% $1,635,809
105,750 $808.24 $85,471,029
DEDUCT ($2,897,550)
ADD $250,000ADD $350,000ADD $681,575ADD $327,156
DESIGN AND PRICING CONTINGENCY
ESCALATION - Assumed Start Summer 2024
NON TRADES SUB BONDS
GENERAL CONDITIONS
GENERAL REQUIREMENTS
TOTAL OF ALL CONSTRUCTION
Alternates (including all markups):
1. ASHP HVAC SYSTEM
2.b Additional PV - Canopy
1.a Electrical Service Increase
1. b Generator Increase
2.a Additional PV - Roof
Page 5 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate
MAIN CONSTRUCTION COST SUMMARY
Gross Floor Area
$/sf Estimated Construction Cost
OPTION 4
WILDWOOD SITE - RENOVATION AND ADDITION
NEW ADDITION + RENOVATION 108,000 $447.60 $48,340,688
PHASING COSTS $725,110
PARTIAL DEMOLITION 43,815 $10.00 $438,150
HAZARDOUS MATERIAL ABATEMENT $1,642,718
SITEWORK $7,141,312
SUB-TOTAL 108,000 $539.70 $58,287,978
12.0% $6,994,557
8.0% $4,663,038
SUB-TOTAL $69,945,573
Included In Rates
30 Months $120,000 $3,600,000
4.0% $2,797,823
BONDS 0.9% $629,510
GENERAL LIABILITY INSURANCE 1.1% $769,401
PERMIT WAIVED
SUB-TOTAL $77,742,307
CM FEE 2.5% $1,943,558
GMP Contingency 2.0% $1,554,846
108,000 $752.23 $81,240,711
DEDUCT ($3,002,400)
ADD $250,000ADD $350,000ADD $684,575
ADD $178,476
4. DBB ILO CMr DEDUCT ($6,499,257)
DESIGN AND PRICING CONTINGENCY
ESCALATION - Assumed Start Summer 2024
NON TRADES SUB BONDS
GENERAL CONDITIONS
GENERAL REQUIREMENTS
TOTAL OF ALL CONSTRUCTION
Alternates (including all markups):
1. ASHP HVAC SYSTEM
2.b Additional PV - Canopy
1.a Electrical Service Increase
1. b Generator Increase
2.a Additional PV - Roof
Page 6 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate
MAIN CONSTRUCTION COST SUMMARY
Gross Floor Area
$/sf Estimated Construction Cost
OPTION 5
WILDWOOD SITE - NEW THREE STORY BUILDING
NEW BUILDING 105,750 $446.29 $47,194,728
DEMOLITION 82,000 $8.00 $656,000
HAZARDOUS MATERIAL ABATEMENT $1,642,718
SITEWORK $9,059,738
SUB-TOTAL 105,750 $553.69 $58,553,184
12.0% $7,026,382
8.0% $4,684,255
SUB-TOTAL $70,263,821
Included In Rates
26 Months $120,000 $3,120,000
4.0% $2,810,553
BONDS 0.9% $632,374
GENERAL LIABILITY INSURANCE 1.1% $772,902
PERMIT WAIVED
SUB-TOTAL $77,599,650
CM FEE 2.5% $1,939,991
GMP Contingency 2.0% $1,551,993
105,750 $766.82 $81,091,634
DEDUCT ($2,918,700)
ADD $250,000ADD $350,000ADD $679,650
ADD $177,192
4. DBB ILO CMr DEDUCT ($6,487,331)
DESIGN AND PRICING CONTINGENCY
ESCALATION - Assumed Start Summer 2024
NON TRADES SUB BONDS
GENERAL CONDITIONS
GENERAL REQUIREMENTS
TOTAL OF ALL CONSTRUCTION
Alternates (including all markups):
1. ASHP HVAC SYSTEM
2.b Additional PV - Canopy
1.a Electrical Service Increase
1. b Generator Increase
2.a Additional PV - Roof
Page 7 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate
MAIN CONSTRUCTION COST SUMMARY
Gross Floor Area
$/sf Estimated Construction Cost
OPTION 6
WILDWOOD SITE - NEW TWO STORY BUILDING
NEW BUILDING 105,750 $456.63 $48,288,799
DEMOLITION 82,000 $8.00 $656,000
HAZARDOUS MATERIAL ABATEMENT $1,642,718
SITEWORK $9,017,632
SUB-TOTAL 105,750 $563.64 $59,605,149
12.0% $7,152,618
8.0% $4,768,412
SUB-TOTAL $71,526,179
Included In Rates
26 Months $120,000 $3,120,000
4.0% $2,861,047
BONDS 0.9% $643,736
GENERAL LIABILITY INSURANCE 1.1% $786,788
PERMIT WAIVED
SUB-TOTAL $78,937,750
CM FEE 2.5% $1,973,444
GMP Contingency 2.0% $1,578,755
105,750 $780.05 $82,489,949
DEDUCT ($2,918,700)
ADD $250,000ADD $350,000ADD $679,650
ADD $177,192
4. DBB ILO CMr DEDUCT ($6,599,196)
DESIGN AND PRICING CONTINGENCY
ESCALATION - Assumed Start Summer 2024
NON TRADES SUB BONDS
GENERAL CONDITIONS
GENERAL REQUIREMENTS
TOTAL OF ALL CONSTRUCTION
Alternates (including all markups):
1. ASHP HVAC SYSTEM
2.b Additional PV - Canopy
1.a Electrical Service Increase
1. b Generator Increase
2.a Additional PV - Roof
Page 8 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22
Amherst, MA
GSF
PSR Submission Estimate 108,000 105,750 105,750 108,000 105,750 105,750
CONSTRUCTION COST SUMMARYBUILDING SYSTEM SUB-TOTAL SUB-TOTAL
ALL OPTIONS
FORT RIVER
SITE - ADD
RENOVATION
OPTION 1
FORT RIVER
SITE - NEW
THREE STORY
OPTION 2
FORT RIVER
SITE - NEW
TWO STORY
OPTION 3
WILDWOOD
SITE - ADD
RENOVATION
OPTION 4
WILDWOOD
SITE - NEW
THREE STORY
OPTION 5
WILDWOOD
SITE - NEW
TWO STORY
OPTION 6
A10 FOUNDATIONS
A1010 Standard Foundations $981,942 $1,341,863 $1,522,017 $1,021,942 $1,381,863 $1,562,017
A1020 Special Foundations $718,614 $778,554 $1,008,594 $718,614 $778,554 $1,008,594
A1030 Lowest Floor Construction $2,137,690 $1,202,036 $1,554,692 $1,394,908 $950,525 $1,228,855
B10 SUPERSTRUCTURE
B1010 Upper Floor Construction $1,473,931 $3,058,336 $2,438,561 $1,473,931 $3,058,336 $2,438,561
B1020 Roof Construction $2,620,931 $1,921,478 $2,450,405 $2,620,931 $1,921,478 $2,450,405
B20 EXTERIOR CLOSURE
B2010 Exterior Walls $2,696,815 $3,678,775 $3,596,751 $2,696,815 $3,678,775 $3,596,751
B2020 Windows $1,613,828 $1,538,322 $1,517,035 $1,613,828 $1,538,322 $1,517,035
B2030 Exterior Doors $108,000 $105,750 $105,750 $108,000 $105,750 $105,750
B30 ROOFING
B3010 Roof Coverings $3,650,570 $2,181,655 $2,923,205 $3,650,570 $2,181,655 $2,923,205
B3020 Roof Openings
C10 INTERIOR CONSTRUCTION
C1010 Partitions $3,084,173 $3,063,923 $3,063,923 $3,084,173 $3,063,923 $3,063,923
C1020 Interior Doors $723,600 $708,525 $708,525 $723,600 $708,525 $708,525
C1030 Specialties/Millwork $1,206,080 $1,220,588 $1,176,038 $1,206,080 $1,220,588 $1,176,038
C20 STAIRCASES
C2010 Stair Construction $400,000 $445,000 $400,000 $400,000 $445,000 $400,000
C2020 Stair Finishes $29,200 $29,200 $21,900 $29,200 $29,200 $21,900
C30 INTERIOR FINISHES
C3010 Wall Finishes $1,078,424 $1,078,424 $1,078,424 $1,078,424 $1,078,424 $1,078,424
Amherst Elementary School PSR 6.1.22 FINAL Page 9 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22
Amherst, MA
GSF
PSR Submission Estimate 108,000 105,750 105,750 108,000 105,750 105,750
CONSTRUCTION COST SUMMARYBUILDING SYSTEM SUB-TOTAL SUB-TOTAL
ALL OPTIONS
FORT RIVER
SITE - ADD
RENOVATION
OPTION 1
FORT RIVER
SITE - NEW
THREE STORY
OPTION 2
FORT RIVER
SITE - NEW
TWO STORY
OPTION 3
WILDWOOD
SITE - ADD
RENOVATION
OPTION 4
WILDWOOD
SITE - NEW
THREE STORY
OPTION 5
WILDWOOD
SITE - NEW
TWO STORY
OPTION 6
C3020 Floor Finishes $1,042,251 $1,025,155 $1,025,155 $1,042,251 $1,025,155 $1,025,155
C3030 Ceiling Finishes $1,152,365 $1,133,132 $1,133,132 $1,152,365 $1,133,132 $1,133,132
D10 CONVEYING SYSTEMS
D1010 Elevator $200,000 $250,000 $200,000 $200,000 $250,000 $200,000
D20 PLUMBING
D20 Plumbing $2,496,800 $2,249,263 $2,249,263 $2,280,800 $2,249,263 $2,249,263
D30 HVAC
D30 HVAC $10,309,000 $9,991,000 $9,991,000 $10,309,000 $9,991,000 $9,991,000
D40 FIRE PROTECTION
D40 Fire Protection $648,000 $634,500 $634,500 $648,000 $634,500 $634,500
D50 ELECTRICAL
D5010 Complete System $7,536,554 $7,205,816 $7,212,206 $7,536,554 $7,205,816 $7,212,206
E10 EQUIPMENT
E10 Equipment $972,000 $972,000 $972,000 $972,000 $972,000 $972,000
E20 FURNISHINGS
E2010 Fixed Furnishings $1,557,144 $1,592,944 $1,591,560 $1,557,144 $1,592,944 $1,591,560
E2020 Movable Furnishings
F20 HAZMAT REMOVALS
F2010 Building Elements Demolition $821,558 $821,558
TOTAL DIRECT COST (Trade Costs) $49,259,470 $47,406,239 $48,574,636 $48,340,688 $47,194,728 $48,288,799
Amherst Elementary School PSR 6.1.22 FINAL Page 10 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
GROSS FLOOR AREA CALCULATION1
2
3 First Floor NEW 39,9234 First Floor RENO 38,1855 Second Floor NEW 29,8926
7
8
9 TOTAL GROSS FLOOR AREA (GFA) 108,000 sf
10
11
12
13 A1010 STANDARD FOUNDATIONS
14
15 NEW ADDITION
16 033000 CONCRETE
17 Strip Footings 70 CY $803 /cy
18 Foundation Walls 159 CY $1,253 /cy
19 Spread Footings 277 CY $814 /cy
20 Grade beams 19 CY $1,538 /cy
21 Piers 209 CY $698 /cy
22
23 Total Foundation Concrete 734 CY
24 Strip footing; allow 28" x 12"
25 033000 Formwork 1,540 sf 14.00 21,560
26 033000 Re-bar 7,700 lbs. 2.00 15,400
27 033000 Concrete material 70 cy 155.00 10,850
28 033000 Placing concrete 70 cy 120.00 8,400
29 033000 Foundation wall; 16" thick
30 033000 Formwork 6,160 sf 20.00 123,200
31 033000 Re-bar 12,320 lbs. 2.00 24,640
32 033000 Concrete material 159 cy 155.00 24,645
33 033000 Placing concrete 159 cy 120.00 19,080
34 033000 Form shelf 770 lf 10.00 7,700
35 033000 Spread Footings; 8'x8'x24"
36 033000 Formwork 2,560 sf 18.00 46,080
37 033000 Re-bar 22,400 lbs. 2.00 44,800
38 033000 Concrete material 199 cy 155.00 30,845
39 033000 Placing concrete 199 cy 120.00 23,880
40 033000 Set anchor bolts grout plates 40 ea 150.00 6,000
41 033000 Spread Footings; 5.5'x5.5'x18"
42 033000 Formwork 1,452 sf 18.00 26,136
43 033000 Re-bar 9,900 lbs. 2.00 19,800
44 033000 Concrete material 78 cy 155.00 12,090
45 033000 Placing concrete 78 cy 120.00 9,360
46 033000 Set anchor bolts grout plates 44 ea 150.00 6,600
47 033000 Grade beams at braced frames, allow
48 033000 Formwork 480 sf 15.00 7,200
49 033000 Re-bar 8,400 lbs. 2.00 16,800
50 033000 Concrete material 19 cy 155.00 2,945
51 033000 Placing concrete 19 cy 120.00 2,280
52 033000 Piers/Pilasters
53 033000 Formwork 2,117 sf 22.00 46,574
54 033000 Re-bar 20,900 lbs 2.00 41,800
55 033000 Concrete material, 4000psi 209 cy 155.00 32,395
56 033000 Placing concrete 209 cy 120.00 25,080
57
58 Elevator pit 1 loc 35,000.00 35,000
59 Foundations against existing building 247 lf 330.00 81,510
6061 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
62 070001 Waterproofing at foundation walls 3,080 sf 4.00 12,320
Amherst Elementary School PSR 6.1.22 FINAL Page 11 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
63 070001 Crystalline waterproofing at elevator pits 720 sf 15.00 10,800
6465 072100 THERMAL INSULATION
66 072100 2" Insulation at foundation walls 3,080 sf 2.75 8,470
6768 312000 EARTHWORK
69 Strip footings/Fdn wall
70 310000 Excavation 684 cy 10.00 6,840
71 310000 Remove off-site 684 cy 32.00 21,888
72 310000 Backfill with imported material 614 cy 38.00 23,332
73 310000 Spread footings/Grade beams
74 310000 Excavation 933 cy 10.00 9,330
75 310000 Remove off-site 933 cy 32.00 29,856
76 310000 Backfill with imported material 637 cy 38.00 24,206
77 310000 Miscellaneous
78 310000 Gravel fill beneath footings, 12" 75 cy 40.00 3,000
79 310000 Perimeter drain 770 lf 25.00 19,250
80 310000 Temporary dewatering for foundation work 1 ls 10,000.00 10,000
81
82 RENOVATION
83 033000 Repair existing foundations walls; cracks + chips 1 ls 30,000.00 30,000
84 SUBTOTAL 981,942
85
86 A1020 SPECIAL FOUNDATIONS
87 Allowance for aggregate piers under new addition 39,923 sf 18.00 718,61488 SUBTOTAL 718,614
89
90 A1030 LOWEST FLOOR CONSTRUCTION
91
92 NEW ADDITION
93
94 033000 CONCRETE
95 slab on grade 39,923 sf
96 033000 VB at slab on grade 39,923 sf 1.25 49,904
97 033000 Rebars; #4 bars at 12" O.C. 139,731 lbs 2.00 279,462
98 033000 Concrete - 6" thick 776 cy 155.00 120,280
99 033000 Barrier One Admixture 776 cy Assumed Not Required
100 033000 Placing concrete 776 cy 90.00 69,840
101 033000 Finishing and curing concrete 39,923 sf 3.00 119,769
102 033000 Miscellaneous
103 033000 Equipment pads 1 ls 10,000.00 10,000
104 033000 Underslab drainage system 39,923 sf 3.00 119,769
105106 072100 THERMAL INSULATION
107 72100 Slab insulation, 2" thick; perimeter only 3,080 sf 2.50 7,700
108109 312000 EARTHWORK
110 Building
111 310000 Raise grades with import structural fill - 24" 2,957 cy 38.00 112,366
112 310000 Gravel base, 8" 2,957 cy 40.00 118,280
113 310000 Compact existing sub-grade 39,923 sf 1.00 39,923
114 310000 Under slab E&B for plumbing 39,923 sf 1.50 59,885
115
116 RENOVATION
117 slab on grade 38,185 sf
118 033000 VB at slab on grade 38,185 sf 1.25 47,731
119 033000 Rebars; #4 bars at 12" O.C. 133,648 lbs 2.00 267,296
120 033000 Concrete - 6" thick 742 cy 155.00 115,010
121 033000 Barrier One Admixture 742 cy Assumed Not Required
122 033000 Placing concrete 742 cy 90.00 66,780
123 033000 Finishing and curing concrete 38,185 sf 3.00 114,555
Amherst Elementary School PSR 6.1.22 FINAL Page 12 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
124 033000 Miscellaneous
125 033000 Allowance for ramps to make 1ft difference in levels between new and
renovated areas
1 ls 75,000.00 75,000
126 033000 Equipment pads 1 ls 10,000.00 10,000
127 033000 Underslab drainage system 38,185 sf 3.00 114,555
128129 072100 THERMAL INSULATION
130 72100 Slab insulation, 2" thick; perimeter only 5,532 sf 2.50 13,830
131132 312000 EARTHWORK
133 Building
134 310000 Raise grades with import structural fill - 12" 1,414 cy 38.00 53,732
135 310000 Gravel base, 8" 1,414 cy 40.00 56,560
136 310000 Compact existing sub-grade 38,185 sf 1.00 38,185
137 310000 Under slab E&B for plumbing 38,185 sf 1.50 57,278
138 SUBTOTAL 2,137,690
139
140 TOTAL - FOUNDATIONS $3,838,246
141
142
143 A20 BASEMENT CONSTRUCTION
144
145 A2010 BASEMENT EXCAVATION
146 No Work in this section
147 SUBTOTAL -
148
149 A2020 BASEMENT WALLS
150 No Work in this section
151 SUBTOTAL -
152
153 TOTAL - BASEMENT CONSTRUCTION
154
155
156 B10 SUPERSTRUCTURE
157
158 B1010 FLOOR CONSTRUCTION
159
160 NEW ADDITION
161
162 13.5 lbs/sf
163 471 tns
164 $6,023 $/Ton
165 033000 CONCRETE
166 33000 WWF reinforcement 34,376 sf 1.50 51,564
167 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
532 cy 145.00 77,140
168 33000 Concrete Fill for deflection; 3/4" 87 cy 145.00 12,615
169 33000 Place and finish concrete 29,892 sf 3.50 104,622
170 33000 Rebar to decks 8,968 lbs 2.00 17,936
171172 051200 STRUCTURAL STEEL FRAMING
173 51200 Steel floor framing, columns and lateral bracing;
174 51200 Floor framing 13.5 lbs/sf 202 tns 4,800.00 969,600
175 51200 Premium for AESS steel NIC
176 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
177 51200 Shear studs 7,473 ea 3.50 26,156
178 51200 3" metal floor deck 29,892 sf 6.50 194,298
179 79513
180181 078100 FIREPROOFING/FIRESTOPPING
182 78100 Allowance for shafts + stairs 1 ls 20,000.00 20,000
183 78100 Fire proofing to columns and beams; 2 hr 29,892 sf 2.75 NR
Amherst Elementary School PSR 6.1.22 FINAL Page 13 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
184 SUBTOTAL 1,473,931
185
186 B1020 ROOF CONSTRUCTION187
188 NEW ADDITION
189
190 033000 CONCRETE - underneath RTU's
191 33000 WWF reinforcement 5,750 sf 1.50 8,625
192 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
745 cy 145.00 108,025
193 33000 Place and finish concrete 5,000 sf 3.50 17,500
194 33000
195196 051200 STRUCTURAL STEEL FRAMING
197 51200 Steel floor framing, columns and lateral bracing;
198 51200 Floor framing 13.50 lbs/sf at typical roof 269 tns 4,800.00 1,291,200
199 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
200 51200 Shear studs 9,981 ea 3.50 34,934
201 51200 1-1/2" metal floor deck at typical roof 39,923 sf 5.50 219,577
202 51200 HSS support framing at roof screen 14 tns 5,500.00 77,000
203 51200 Premium for 3" acoustic deck at gymnasium 4,000 sf 6.00 24,000
204 79513
205
206 078100 FIREPROOFING/FIRESTOPPING
207 078100 Fireproofing to roof deck and structure 39,923 sf 3.00 NR
208
209 RENOVATION
210 033000 Seismic upgrades 38,185 sf 12.00 458,220
211 033000 Reinforce roof for HVAC units + 35 psf snow loading 38,185 sf 10.00 381,850
212 SUBTOTAL 2,620,931
213
214 TOTAL - SUPERSTRUCTURE $4,094,862
215
216
217 B20 EXTERIOR CLOSURE 31,056 sf
218
219 B2010 EXTERIOR WALLS; 77% 23,913 sf
220
221 NEW ADDITION
222
223 040001 MASONRY; 80% of Solid
224 040001 Ground face veneer/brick alternating courses to second floor level 11,541 sf 39.00 450,099
225 040001 Brick veneer; modular brick 7,589 sf 44.00 333,916
226 040001 Precast trim 19,130 sf 2.00 38,260
227 040001 Staging/Lifts to exterior wall Included
228
229 055000 MISCELLANOUS METALS
230 055000 Miscellaneous metals to exterior; lintels, angles etc. 19,130 sf 1.00 19,130
231
232 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
233 070001 Air barrier 23,913 sf 7.50 179,348
234 070001 Air barrier/flashing at windows 2,381 lf 6.25 14,881
235 070001 Miscellaneous sealants to closure 23,913 sf 0.50 11,957
236
237 072100 THERMAL INSULATION
238 072100 Mineral wool insulation; 3" Thermax 23,913 sf 5.21 124,587
239 072100 Spray insulation; 1" 23,913 sf 2.00 47,826
240 072100 Insulation at window openings 2,381 lf 6.00 14,286
241
242 074213 WALL PANELS; 20% of solid
243 074213 Alucabond metal panels: 10% 2,391 sf 80.00 191,280
Amherst Elementary School PSR 6.1.22 FINAL Page 14 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
244 074213 Porcelain panel rainscreen panels: 10% 2,391 sf 95.00 227,145
245 074213 Roof screen; allow 300 LF x 10ft H 3,000 sf 70.00 210,000
246
247 092900 GYPSUM BOARD ASSEMBLIES
248 092900 6" metal stud backup 23,913 sf 12.00 286,956
249 092900 Gypsum Sheathing 23,913 sf 3.75 89,674
250 092900 Drywall lining to interior face of stud backup 23,913 sf 4.00 95,652
251
252 101400 SIGNAGE
253 101400 Signage 1 ls 10,000.00 10,000
254
255 RENOVATION 22,128 sf
256 Solid 77% 17,039 sf
257 040001 MASONRY
258 040001 Brick veneer; repointing/cleaning; 10% 1,704 sf 38.00 64,752
259 040001 Staging/Lifts to exterior wall Included
260
261 055000 MISCELLANOUS METALS
262 055000 Miscellaneous metals to exterior; lintels, angles etc. 1 ls 40,000.00 40,000
263
264 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
265 070001 Air barrier sf 7.50 ETR
266 070001 Air barrier/flashing at windows lf 6.25 ETR
267 070001 Miscellaneous sealants to closure 17,039 sf 0.50 8,520
268
269 072100 THERMAL INSULATION
270 072100 Spray insulation 17,039 sf 4.00 68,156
271 072100 Insulation at window openings lf 6.00 ETR
272
273 092900 GYPSUM BOARD ASSEMBLIES
274 092900 3" metal stud backup 17,039 sf 6.00 102,234
275 092900 Drywall lining to interior face of stud backup 17,039 sf 4.00 68,156
276
277 SUBTOTAL 2,696,815
278
279 B2020 WINDOWS; 23% 7,143 sf280
281 NEW ADDITION
282
283 092900 GYPSUM BOARD ASSEMBLIES
284 092900 Wood blocking at openings 2,381 lf 14.00 33,334
285
286 079200 JOINT SEALANTS
287 070001 Backer rod & double sealant 2,381 lf 10.00 23,810
288
289 080001 METAL WINDOWS
290 080001 Windows, double-pane low-e insulated units 6,663 sf 115.00 766,245
291 080001 Curtainwall, double-pane low-e insulated units 480 sf 145.00 69,600
292 080001 Sun control at south facing classrooms 360 lf 240.00 86,400
293 080001 Premium for IG-8 School-guard; 25% of glazing NR
294
295 089100 LOUVERS
296 089100 Louvers 100 sf 85.00 8,500
297
298 RENOVATION 5,089 sf
299
300 092900 GYPSUM BOARD ASSEMBLIES
301 092900 Wood blocking at openings 1,696 lf 14.00 23,744
302
303 079200 JOINT SEALANTS
Amherst Elementary School PSR 6.1.22 FINAL Page 15 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
304 070001 Backer rod & double sealant 1,696 lf 10.00 16,960
305
306 080001 METAL WINDOWS
307 080001 Windows, double-pane low-e insulated units 5,089 sf 115.00 585,235
308
309 SUBTOTAL 1,613,828
310
311 B2030 EXTERIOR DOORS312
313 090007 Exterior door allowance 108,000 gsf 1.00 108,000
314 SUBTOTAL 108,000 315
316 TOTAL - EXTERIOR CLOSURE $4,418,643
317
318
319 B30 ROOFING
320
321 B3010 ROOF COVERINGS322
323 070002 PVC roofing membrane; (30 yr warranty), BOD Carlisle SureWeld,
80 mil; 11" insulation, includes all blocking, AVB, etc.
78,108 sf 35.00 2,733,780
324 070002 ACM metal fascia/soffits at new addition 1,171 lf 550.00 644,050
325 070002 Canopy; allowance 1,000 sf 120.00 120,000
326 123000 Demo roof 38,185 sf 4.00 152,740
327 SUBTOTAL 3,650,570 328
329 B3020 ROOF OPENINGS330
331 SUBTOTAL - 332
333 TOTAL - ROOFING $3,650,570
334
335
336 C10 INTERIOR CONSTRUCTION337
338 C1010 PARTITIONS
339
340 102213 GFCMU at gymnasium; 14ft H 3,570 sf 36.00 128,520
341 102213 8" CMU walls 2,925 sf 28.00 81,900
342 102213 8" CMU walls at elevator shaft 1,200 sf 35.00 42,000
343 102213 Partitions above GFCMU at gym; 8" stud + tectum with batt
insulation
3,825 sf 38.00 145,350
344 102213 Partitions ; Typical 6" stud, GWB ea side, insulation 2,325 sf 16.00 37,200
345 102213 Acoustic partitions 3,090 sf 28.00 86,520
346 102213 Acoustic operable partition in cafeteria 1,245 sf 90.00 112,050
347 102601 Premium for plywood backer + cement board 8,806 sf 7.50 66,045
348 102213 Corridor partitions 37,905 sf 19.50 739,148
349 102213 Classroom + other partitions 42,090 sf 16.00 673,440
350 102213 Miscellaneous partitions 108,000 gsf 5.00 540,000
351 102213 Interior glazing allowance 108,000 gsf 4.00 432,000
352 SUBTOTAL 3,084,173 353
354 C1020 INTERIOR DOORS355
356 090007 Interior doors; complete 108,000 gsf 6.70 723,600
357 SUBTOTAL 723,600 358
359 C1030 SPECIALTIES / MILLWORK
360
361 055000 MISCELLANEOUS METALS
362 055000 Expansion joint 247 lf 90.00 22,230
363 055000 Column covers 1 ls 20,000.00 20,000
364 055000 Miscellaneous metals complete 108,000 gsf 2.80 302,400
365
366 064100 FINISH CARPENTRY
Amherst Elementary School PSR 6.1.22 FINAL Page 16 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
367 064100 Millwork complete 108,000 gsf 2.35 253,800
368
369 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
370 070001 Miscellaneous sealants throughout building 108,000 gsf 1.00 108,000
371
372 101100 VISUAL DISPLAY SURFACES
373 101100 Marker boards/TB complete 108,000 gsf 1.60 172,800
374 101100 Interactive White Board projectors FF&E
375
376 101400 SIGNAGE
377 101400 Signage; complete package 108,000 gsf 0.80 86,400
378
379 102110 TOILET COMPARTMENTS + Accessories
380 102100 Toilet partitions/bathroom accessories 108,000 gsf 1.10 118,800
381
382 104400 FIRE PROTECTION SPECIALTIES
383 104400 Fire extinguisher cabinets 36 ea 350.00 12,600
384 104400 AED cabinets 3 ea 350.00 1,050
385
386 105113 LOCKERS
387 105000 Metal student lockers, gym lockers etc. 108,000 gsf 1.00 108,000
388 SUBTOTAL 1,206,080 389
390 TOTAL - INTERIOR CONSTRUCTION $5,013,853
391
392
393 C20 STAIRCASES394
395 C2010 STAIR CONSTRUCTION396
397 55000 New stairs; complete 3 flt 45,000.00 135,000
398 55000 Learning stair 1 ls 250,000.00 250,000
399 55000 Platform steps 1 ls 5,000.00 5,000
400 55000 Stairs; upgrade existing railings for ADA 1 flt 10,000.00 10,000
401 SUBTOTAL 400,000 402
403 C2020 STAIR FINISHES404
405 90007 Finishes complete 4 flt 7,300.00 29,200
406 SUBTOTAL 29,200 407
408 TOTAL - STAIRCASES $429,200
409
410
411 C30 INTERIOR FINISHES
412
413 C3010 WALL FINISHES414
415 102601 Paint to walls 170,865 sf 0.90 153,779
416 102601 Wood paneling at proscenium 600 sf 80.00 48,000
417 102601 CT to corridor walls; 4FT H 10,108 sf 30.00 303,240
418 102601 CT to toilet walls 8,806 sf 30.00 264,180
419 102601 CT to stair walls 8,505 sf 30.00 255,150
420 102601 Porcelain tile wainscot in cafeteria; 84" H 1,085 sf 30.00 32,550
421 102601 Acoustic panels at music rooms 615 sf 35.00 21,525
422 SUBTOTAL 1,078,424 423
424 C3020 FLOOR FINISHES425426 090002 HD Linoleum; Typical spaces 82,954 sf 8.00 663,632
427 090002 Ceramic floor to toilets 4,313 sf 30.00 129,390
428 090002 Carpet 4,758 sf 6.70 31,879
429 090002 Quarry Tile 1,875 sf 34.00 63,750
430 090002 HD linoleum flooring at cafeteria 3,700 sf 8.00 29,600
431 090002 Maple athletic flooring in gymnasium 4,000 sf 24.00 96,000
Amherst Elementary School PSR 6.1.22 FINAL Page 17 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
432 090002 Platform flooring 1,000 sf 28.00 28,000
433 SUBTOTAL 1,042,251
434
435 C3030 CEILING FINISHES
436
437 090003 ACT ceilings; 2 x 2 fiberglass 4,200 sf 9.00 37,800
438 090003 Wood look ceilings 1,500 sf 45.00 67,500
439 090003 Ceilings in band + practice rooms 1,800 sf 12.00 21,600
440 090003 Clean room ceilings 6,188 sf 10.00 61,880
441 090003 Curved corrugated clouds at platform 1,000 sf 65.00 65,000
442 090003 GWB ceilings; painted 4,711 sf 16.00 75,376
443 090003 GWB soffits at classrooms; painted 2,200 sf 22.00 48,400
444 090003 Miscellaneous soffits/GWB 1 ls 50,000.00 50,000
445 090003 Paint exposed structure 4,000 sf 3.00 12,000
446 090003 ACT ceilings; Typical spaces 79,201 sf 9.00 712,809
447 SUBTOTAL 1,152,365
448
449 TOTAL - INTERIOR FINISHES $3,273,040
450
451
452 D10 CONVEYING SYSTEMS453
454 D1010 ELEVATOR
455
456 142000 ELEVATOR
457 142400 New two stop elevator; traction 1 ls 200,000.00 200,000
458 142400
459 SUBTOTAL 200,000
460
461 TOTAL - CONVEYING SYSTEMS $200,000
462
463
464 D20 PLUMBING
465
466 D20 PLUMBING, GENERALLY
467 Equipment
468 Electric domestic HW heater 2 ea 35,000.00 70,000
469 Plumbing equipment 108,000 gsf 2.00 216,000
470 Plumbing Fixtures & Specialties
471 Miscellaneous plumbing fixtures 108,000 gsf 3.50 378,000
472 Domestic Water Type L Copper Pipe
473 Domestic water pipe with fittings & hangers 108,000 gsf 5.00 540,000
474 Domestic water pipe insulation 108,000 gsf 2.50 270,000
475 Sanitary Waste And Vent Pipe w/ Hangers
476 Sanitary waste pipe with fittings & hangers 108,000 gsf 3.50 378,000
477 Kitchen waste pipe with fittings & hangers 108,000 gsf 0.35 37,800
478 Storm Drainage, Hubless Cast Iron Pipe
479 Storm water pipe with fittings & hangers 108,000 gsf 3.00 324,000
480 Miscellaneous
481 Demolition 1 ls 150,000.00 150,000
482 Coordination & BIM 1 ls 100,000.00 100,000
483 Coring, sleeves & firestopping 1 ls 8,000.00 8,000
484 Testing and sterilization 1 ls 5,000.00 5,000
485 Fees & permits 1 ls 20,000.00 20,000
486 SUBTOTAL 2,496,800
487
488 TOTAL - PLUMBING $2,496,800
489
490
491 D30 HVAC
492
493 D30 HVAC, GENERALLY
Amherst Elementary School PSR 6.1.22 FINAL Page 18 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
494 Ground Source Heat Pump System 108,000 gsf 68.00 7,344,000
495 Allowance for temporary Boiler/Chiller 1 ls 165,000.00 165,000
496 Allowance for geothermal wells; 80 Wells 1 ls 2,800,000.00 2,800,000
497 SUBTOTAL 10,309,000
498
499 TOTAL - HVAC $10,309,000
500
501
502 D40 FIRE PROTECTION
503
504 D40 FIRE PROTECTION, GENERALLY
505 Fire pump not required
506 Wet system complete 108,000 gsf 6.00 648,000
507 210000 SUBTOTAL 648,000 508
509 TOTAL - FIRE PROTECTION $648,000
510
511
512 D50 ELECTRICAL
513
514 D5010 SERVICE & DISTRIBUTION
515 260000 Gear & Distribution
516 Normal Power
517 4000A 480/277V switchboard 1 ea 160,000.00 160,000
518 Submeters 1 ls 50,000.00 50,000
519 Associated transformers, panelboards and feeders 108,000 gsf 3.50 378,000
520 Electrical phasing costs 1 ls 150,000.00 150,000
521 Emergency power
522 500KW diesel emergency generator and associated gear and
distribution
1 ls 250,000.00 250,000
523 Associated ATS's, transformers, panelboards and feeders 108,000 gsf 2.00 216,000
524 Photovoltaic System
525 Infrastructure for system 1 ls 20,000.00 20,000
526 PV on roof + canopy; 798 kW 1 ls 1,995,000 1,995,000
527 Uninterruptible Power Supply
528 UPS system NIC
529 Equipment Wiring feeds and connection
530 Misc. mechanical and plumbing equipment feed and connections 108,000 gsf 3.50 378,000
531 Gymnasium equipment feeds and connections 1 ls 15,000.00 15,000
532 kitchen equipment feeds and connections 1 ls 25,000.00 25,000
533 260000 SUBTOTAL 3,637,000
534 260000
535 260000 D5020 LIGHTING & POWER
536 260000 Lighting & Branch Power
537 260000 Lighting (fixtures + install) includes lighting circuitry 108,000 gsf 10.00 1,080,000
538 260000 Lighting controls
539 260000 Networked lighting control system 108,000 gsf 1.50 162,000
540 260000 Branch devices
541 260000 Receptacles/device boxes + wiring 108,000 gsf 4.00 432,000
542 260000 SUBTOTAL 1,674,000
543 260000
544 260000 D5030 COMMUNICATION & SECURITY SYSTEMS
545 260000 Technology Systems
546 260000 Procured & installed during the Equipment Phase (FF&E)
547 260000 Instructional Video Presentation Equipment FF&E
548 260000 Computer Network Equipment FF&E
549 260000 Computer carts & lockers FF&E
550 260000 Network copier/printer equipment FF&E
551 260000 Portable Video presentation system FF&E
552 260000 Cafeteria POS equipment FF&E
553 260000 Visitor management system FF&E
554 260000 Short throw projectors including cabling FF&E
Amherst Elementary School PSR 6.1.22 FINAL Page 19 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
555 260000 Telecommunications - Voice/Data Structured Cabling System
556 Network switches, routers, firewalls, servers, VOIP, etc 1 ls FF&E
557 Telcom devices, cabling and rough-in 108,000 gsf 3.50 378,000
558 260000 Digital Signage System
559 260000 Digital Signage System 108,000 gsf 0.50 54,000
560 260000 Flat panel display; 4 screens Included above
561 260000 Magic info messaging software Included above
562 260000 Digital site signage system rough-in and cabling Included above
563 260000 Fire Alarm
564 FA system 108,000 gsf 2.50 270,000
565 Mass Notification 108,000 gsf 0.50 54,000
566 Temporary fire alarm system 108,000 gsf 0.25 27,000
567 260000 Distribution Antennae System
568 260000 BDA/DAS system, allow 108,000 gsf 0.75 81,000
569 260000 BDA annunciator Included above
570 260000 Splitter Included above
571 260000 Police/Fire/School panels Included above
572 260000 Lightning & surge protection unit Included above
573 260000 Rough-in Included above
574 260000 Distributed Communication - Public Address System + Clock system
575 260000 Complete package 108,000 gsf 1.50 162,000
576 Classroom Audio (Speech amplification)
577 260000 Speech amplification 45 rms 3,500.00 157,500
578 260000 Audio Visual Systems
579 260000 General building AV equipment By Owner
580 260000 Rough-in 108,000 gsf 0.75 81,000
581 260000 Gymnasium sound system, allow 1 ls 15,000.00 15,000
582 260000 Cafeteria sound system, allow 1 ls 20,000.00 20,000
583 260000 Cafeteria Projector 1 ls 25,000.00 25,000
584 260000 Music Room 1 ls 10,000.00 10,000
585 Cafetorium
586 Stage lighting and dimming package, allow 1 ls 75,000.00 75,000
587 260000 Video Management - CCTV System
588 260000 Head end + cameras 108,000 gsf 3.00 324,000
589 260000 Access Control- Intrusion Alarm
590 260000 Head end + devices 108,000 gsf 1.50 162,000
591 260000 SUBTOTAL 1,895,500
592 260000
593 260000 D5040 OTHER ELECTRICAL SYSTEMS
594 260000 Common Work Results
595 Lightning Protection 78,108 sf 0.50 39,054
596 Demolition work 1 ls 35,000.00 35,000
597 Temp power and lights 1 ls 85,000.00 85,000598 Coordination study 1 ls 5,000.00 5,000
599 Coordination, BIM 1 ls 96,000.00 96,000
600 Permits and fees 1 ls 70,000.00 70,000
601 260000 SUBTOTAL 330,054
602
603 TOTAL - ELECTRICAL $7,536,554
604
605
606 E10 EQUIPMENT
607
608 E10 EQUIPMENT, GENERALLY
609
610611 113100 APPLIANCES
612 113100 Residential appliances; allowance 1 ls 16,000.00 16,000
613
614 114000 FOODSERVICE EQUIPMENT
Amherst Elementary School PSR 6.1.22 FINAL Page 20 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - ADD RENOVATION OPTION 1
615 114000 Kitchen equipment 1 ls 750,000.00 750,000
616
617 115213 PROJECTION SCREENS
618 115213 Projection screen - 12' wide; cafeteria, stage 2 ea 8,000.00 16,000
619
620 116200 THEATRE EQUIPMENT
621 116200 Curtain and rigging 1 ls 30,000.00 30,000
622 116200
623
624 116600 ATHLETIC EQUIPMENT
625 116600 Gym, PT and De-esc wall pads; bleachers, basketball backstops etc. 1 ls 160,000.00 160,000
626 SUBTOTAL 972,000 627
628 TOTAL - EQUIPMENT $972,000
629
630
631 E20 FURNISHINGS
632
633 E2010 FIXED FURNISHINGS
634
635 122100 WINDOW TREATMENT
636 122100 Shades complete 7,143 sf 8.00 57,144
637
638 123000 CASEWORK
639 123000 Miscellaneous casework 1 ls 1,500,000.00 1,500,000
640 SUBTOTAL 1,557,144 641
642 E2020 MOVABLE FURNISHINGS643 All movable furnishings to be provided and installed by owner
644 SUBTOTAL NIC 645
646 TOTAL - FURNISHINGS $1,557,144
647
648
649 F10 SPECIAL CONSTRUCTION
650
651 F10 SPECIAL CONSTRUCTION652 SUBTOTAL - 653
654 TOTAL - SPECIAL CONSTRUCTION
655
656
657 F20 SELECTIVE BUILDING DEMOLITION
658
659 F2010 BUILDING ELEMENTS DEMOLITION660 123000 Demo exterior wall complete 3,952 sf 25.00 98,800
661 123000 Shoring 1 ls 25,000.00 25,000
662 123000 Demo existing slab on grade 39,923 sf 6.00 239,538
327 123000 Gut demolition; walls, finishes + specialties 38,185 sf 9.00 343,665
328 123000 MEP demo 38,185 sf 3.00 114,555
329 SUBTOTAL 821,558 330
331 F2020 HAZARDOUS COMPONENTS ABATEMENT332 02121 See main summary for HazMat allowance See Summary
333 SUBTOTAL334
335 TOTAL - SELECTIVE BUILDING DEMOLITION $821,558
TRADE SUBTOTAL $49,259,470
Amherst Elementary School PSR 6.1.22 FINAL Page 21 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - ADD/RENO OPTION 1
1 G SITEWORK 880,000 sf -
2
3 G10 SITE PREPARATION & DEMOLITION4
311000 GENERAL CONDITIONS 5 311000 6' high site construction fence 4,371 lf 20.00 87,420
6 311000 Site construction fence gates and entrance - assume 1 loc 15,000.00 15,000
7 311000 Mobilizations 1 ea 50,000.00 50,000
8 311000 Temp laydown areas 1 acres 10,000.00 10,000
9 311000 Temporary construction signs 1 ls 5,000.00 5,000
10 311000 Layout/As-builts/Survey 1 ls 15,000.00 15,000
11311000 PHASING
12 312000 Allowance for phasing/logistics 1 ls 250,000.00 See Summary
13311000 SITE DEMOLITION AND RELOCATIONS
14 311000 Pulverize pavement for reuse 11,111 sy 9.00 99,999
15 311000 Stockpile pulverized material for reuse 1,852 cy 2.50 4,630
16 311000 Demolish existing concrete walk 20,000 sf 1.50 30,000
17 311000 Miscellaneous site demolition; furnishings, concrete pads,
signs etc
1 ls 100,000.00 100,000
18311000 UTILITY DEMOLITION
19 311000 Demolish existing utility lines 500 lf 25.00 12,500
20 311000 Demolish existing utility structures 1 ea 500.00 500
21 311000 Cut/cap utility lines 1 ls 30,000.00 30,000
22
23 311000
24312000 EROSION & SEDIMENT CONTROL
25 312000 Silt Fence; installation and removal 4,371 lf 12.00 52,452
26 312000 Street sweeping & dust control allowance 1 ls 35,000.00 35,000
27 312000 Erosion Control monitoring & maintenance 1 ls 25,000.00 25,000
28 SUBTOTAL 572,501
29
30312000 SITE EARTHWORK
31 312000 Site Earthwork
32 312000 Cut and fills; allowance 13,569 cy 10.00 135,690
33 312000 Cut and dispose 20,000 cy 30.00 600,000
33 312000 Excavate and dispose for compensatory story; assume 2 ft 4,148 cy 36.00 149,328
34 312000 Fill Req. to raise site 366,351 sf
35 312000 Fill - imported to raise paving and fields 1ft 13,569 cy 28.00 379,932
36 312000 Sub grade establishment and fine grading 40,706 sy 3.25 132,295
37
38312000 HAZARDOUS MATERIALS
39 312000 None included Excluded
40 SUBTOTAL 1,397,245
41
42 G20 SITE IMPROVEMENTS
47320000 ROADWAYS AND PARKING LOTS
48 Asphalt Paving; parking lots and roadway 105,000 sf
49 312000 gravel base; 12" thick 3,889 cy 45.00 175,005
50 320000 asphalt top; 1.5" thick 1,004 tns 220.00 220,880
51 320000 asphalt binder; 2" thick 1,341 tns 190.00 254,790
52 320000 Geosynthetic reinforcing grid 105,000 sf 0.95 99,750
53 320000 CURBING
54 320000 Vertical granite curb 5,762 lf 48.00 276,576
55 320000 ADA Curb cuts - assume 5 ea 850.00 4,250
56 320000 ROAD MARKINGS AND SIGNS
57 320000 Sign allowance 1 ls 30,000.00 30,000
Amherst Elementary School PSR 6.1.22 FINAL Page 22 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - ADD/RENO OPTION 158 320000 Pavement markings allowance 1 ls 20,000.00 20,000
59 320000 Crosswalk hatching - allowance 2 loc 2,500.00 5,000
60 320000 SUBTOTAL 1,086,251
61
62 320000 PEDESTRIAN PAVING
63 Allowance for pedestrian walks; Concrete 25,750 sf
64 312000 gravel base; 8" thick 639 cy 45.00 28,755
65 320000 Concrete slab paving; 4" thick 25,750 sf 12.00 309,000
66 Allowance for pedestrian paving; Bit Conc with colored surface 21,651 sf
67 312000 gravel base; 8" thick 537 cy 45.00 24,165
68 320000 Asphalt paving 2,406 sy 32.00 76,992
69 320000 Premium for colored surface 21,651 sf 2.25 48,715
70 Allowance for pedestrian paving; Bit Conc 20,700 sf
71 312000 gravel base; 8" thick 514 cy 45.00 23,130
72 320000 Asphalt paving 2,300 sy 32.00 73,600
73 Allowance for courtyard pavement 8,000 sf
74 312000 gravel base; 8" thick 199 cy 45.00 8,955
75 320000 Concrete slab paving; 4" thick 8,000 sf 12.00 96,000
76 SUBTOTAL 689,312
77
78 320000 SITE IMPROVEMENTS
79 320000 SITE FURNISHINGS
80 320000 Outdoor classroom - equipment and site furnishings 1 ls 75,000.00 75,000
81 320000 Flag poles 2 loc 8,000.00 16,000
82 320000 Benches; stainless steel 20 loc 3,000.00 60,000
83 320000 Benches; concrete 14 loc 5,000.00 70,000
84 320000 Bollards; stainless steel, includes base 40 loc 2,900.00 116,000
85 320000 Bollards; standard 20 loc 1,600.00 32,000
86 320000 Bicycle racks 50 loc 1,500.00 75,000
87 320000 Recycling/trash 3 loc 2,800.00 8,400
88 320000 PLAY AREAS
89 Playground - pour-in-place safety surfacing - assume 7,500 sf
90 320000 gravel base; 8" thick 186 cy 45.00 8,370
91 320000 Pour-in-place safety surface 7,500 sf 32.00 240,000
92 320000 Edging 528 lf 45.00 23,760
93 320000 Allowance for play equipment 1 ls 400,000.00 400,000
94 320000 FENCING
95 320000 Allowance for fencing at fields 2,950 lf 65.00 191,750
96
97 Allowance for baseball backstop, bases, benches etc. 1 ls 75,000.00 75,000
98 Allowance for softball backstop, bases, benches etc. 1 ls 65,000.00 65,000
99
100 51200 Canopy for PV system 4,300 sf 24.00 103,200
101
102 SUBTOTAL 1,559,480
103
104
105 329900 SITE WALLS
106 330000 Allowance for seat walls 1 ls 50,000.00 50,000
107 SUBTOTAL 50,000
108
109 Landscaping
Amherst Elementary School PSR 6.1.22 FINAL Page 23 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - ADD/RENO OPTION 1110 320000 ATHLETIC LANDSCAPING; Multi-Purpose Field 47,250 sf
111 329000 Topsoil - imported 12" thick 1,750 cy 70.00 122,500
112 329000 Drainage base 12" 1,750 cy 42.00 73,500
113 329000 Fine grade 47,250 sf 0.20 9,450
114 329000 Seeding 47,250 sf 0.75 35,438
115 329000 Flat drains 47,250 sf 1.00 47,250
116 329000 Irrigation 47,250 sf 1.25 59,063
117 Softball Field 0 sf
118 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
119 329000 Drainage base 12" 0 cy 42.00 NR
120 329000 Fine grade 0 sf 0.20 NR
121 329000 Seeding 0 sf 0.75 NR
122 329000 Irrigation 0 sf 1.25 NR
123 329000 Flat drains 0 sf 1.00 NR
124 329000 Infield mix 200 tn 225.00 NR
125 Baseball Field 138,000 sf
126 329000 Topsoil - imported 12" thick 5,111 cy 70.00 357,770
127 329000 Drainage base 12" 5,111 cy 42.00 214,662
128 329000 Fine grade 138,000 sf 0.20 27,600
129 329000 Seeding 138,000 sf 0.75 103,500
130 329000 Irrigation 138,000 sf 1.25 172,500
131 329000 Flat drains 138,000 sf 1.00 138,000
132 329000 Infield mix 225 tn 225.00 50,625
133 329900 LAWN AND SEED
134 329900 Topsoil - reuse existing 7,927 cy 26.00 206,102
135 329900 Soil and mulch at planting areas; 18" thick 3,222 cy 70.00 225,540
136 329900 Allowance for loam and seed allowance 428,041 sf 0.35 149,814
137 329900 Bioswale/Raingarden seed mix 47,711 sf 0.55 26,241
138 329900 TREES
139 329900 Trees; 3-1/2" Cal 100 ea 2,000.00 200,000
140 329900 SHRUBS
141 329900 Allowance for shrubs in courtyard 8,000 sf 8.00 64,000
142 329900 Allowance for shrubs 50,000 sf 8.00 400,000
143 SUBTOTAL 2,683,555
144
145 G30 CIVIL MECHANICAL UTILITIES
146210000 FIRE + WATER
147 210000 12" CLDI 600 lf 150.00 90,000
148 210000 8" CLDI 150 lf 90.00 13,500
149 210000 Fire department connection 1 ea 2,500.00 2,500
150 331000 Connect to existing water line; 12 live tap 1 ea 20,000.00 20,000
151 SUBTOTAL 126,000
151
152333000 SANITARY SEWER
153 333000 8" PVC 600 lf 60.00 36,000
154 333000 Replace duplex ejector/lift station 1 ea 75,000.00 75,000
155 333000 SMH 3 ea 4,500.00 13,500
156 333000 Grease trap - assumed 4,000 gal. 1 ea 10,000.00 10,000
157 333000 Connect to existing structure (inside site) 1 ea 5,000.00 5,000
158 SUBTOTAL 139,500
159
160334000 STORM DRAINAGE
161 334000 Allowance for stormwater piping, structures, WQS + OCS etc. 105,000 sf 6.00 630,000
162334000 SURFACE DRAINAGE SYSTEMS
Amherst Elementary School PSR 6.1.22 FINAL Page 24 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - ADD/RENO OPTION 1163 Bio retention - profile below assumed 47,711 sf
164 312000 shape basins 47,711 sf 2.50 119,278
165 320000 mulch 442 cy 50.00 22,100
166 320000 24" Planting soil mix 3,534 cy 60.00 212,040
167 320000 12" Sand 1,767 cy 40.00 70,680
168 320000 4" Double washed pea stone 583 cy 50.00 29,150
169 334000 4" PVC pipe; allowance 100 lf 40.00 4,000
170 334000 12" Pipe bedding 1,767 cy 40.00 70,680
171334000 SUBSURFACE DRAINAGE SYSTEMS
172 334000 Underground infiltration system NR
173 SUBTOTAL 1,157,928 174
175176 330000 Gas service
177 330000 E&B trench for new gas pipe 600 lf 25.00 NR
178 SUBTOTAL - 179
180
181 G40 ELECTRICAL UTILITIES182 Site Civil for Electrical
183 Concrete:
184 Primary duct bank (allow) 600 lf 30.00 18,000
185 Secondary duct bank 60 lf 40.00 2,400
186 Generator duct bank 60 lf 20.00 1,200
187 Communications duct bank 600 lf 20.00 12,000
188 Transformer pad 1 ea 2,000.00 2,000
189 Generator pad 1 ea 2,000.00 2,000
190 Excavation & Backfill:
191 Primary duct bank 600 lf 30.00 18,000
192 Secondary duct bank 60 lf 28.00 1,680
193 Generator duct bank 60 lf 22.00 1,320
194 Communications duct bank 600 lf 22.00 13,200
195 Power
196 Utility company back charges (allow) 1 ls By Owner
197 New manhole 1 ea 8,500.00 8,500
198 Utility company pad mounted transformer Utility co.
199 Primary duct bank 2-4" empty conduit 600 lf 40.00 24,000
200 4000A Secondary duct bank, allow 60 lf 1,470.00 88,200
201 2000A and 100A Generator duct bank, allow 60 lf 1,025.00 61,500
202 Communications , allow
203 Utility company back charges (allow) 1 ls By Owner
204 Telecom duct bank 4-4" conduits 600 lf 80.00 48,000
205 New manhole 1 ea 8,500.00 8,500
Amherst Elementary School PSR 6.1.22 FINAL Page 25 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - ADD/RENO OPTION 1206 Site Lighting
207 Site lighting and circuitry; 25 ft Poles lights 27 ea 5,500.00 148,500
208 Site lighting and circuitry; 12 ft Poles lights pedestrian 21 ea 3,000.00 63,000
209 Site Security , allow
210 Pole cameras and circuitry 1 ls 25,000.00 25,000
211 EV Charging Stations (allow)
212 40A VCS feed and controls (allow) 4 loc 8,500.00 34,000
213 SUBTOTAL 581,000 214
TOTAL - SITE DEVELOPMENT OPTION 1 $10,042,772
Amherst Elementary School PSR 6.1.22 FINAL Page 26 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
GROSS FLOOR AREA CALCULATION1
2
3 First Floor NEW 43,2534 Second Floor NEW 35,2505 Third Floor NEW 27,2476
7
8
9 TOTAL GROSS FLOOR AREA (GFA) 105,750 sf
10
11
12
13 A1010 STANDARD FOUNDATIONS
14
15 033000 CONCRETE
16 Strip Footings 105 CY $805 /cy
17 Foundation Walls 240 CY $1,250 /cy
18 Spread Footings 665 CY $729 /cy
19 Grade beams 19 CY $1,538 /cy
20 Piers 256 CY $698 /cy
21
22 Total Foundation Concrete 1,285 CY
23 Strip footing; allow 28" x 12"
24 033000 Formwork 2,318 sf 14.00 32,452
25 033000 Re-bar 11,590 lbs. 2.00 23,180
26 033000 Concrete material 105 cy 155.00 16,275
27 033000 Placing concrete 105 cy 120.00 12,600
28 033000 Foundation wall; 16" thick
29 033000 Formwork 9,272 sf 20.00 185,440
30 033000 Re-bar 18,544 lbs. 2.00 37,088
31 033000 Concrete material 240 cy 155.00 37,200
32 033000 Placing concrete 240 cy 120.00 28,800
33 033000 Form shelf 1,159 lf 10.00 11,590
34 033000 Spread Footings; 10'x10'x28"
35 033000 Formwork 4,660 sf 18.00 83,880
36 033000 Re-bar 50,000 lbs. 2.00 100,000
37 033000 Concrete material 453 cy 155.00 70,215
38 033000 Placing concrete 453 cy 120.00 54,360
39 033000 Set anchor bolts grout plates 50 ea 150.00 7,500
40 033000 Spread Footings; 7.5'x7.5'x22"
41 033000 Formwork 2,910 sf 18.00 52,380
42 033000 Re-bar 25,175 lbs. 2.00 50,350
43 033000 Concrete material 212 cy 155.00 32,860
44 033000 Placing concrete 212 cy 120.00 25,440
45 033000 Set anchor bolts grout plates 53 ea 150.00 7,950
46 033000 Grade beams at braced frames, allow
47 033000 Formwork 480 sf 15.00 7,200
48 033000 Re-bar 8,400 lbs. 2.00 16,800
49 033000 Concrete material 19 cy 155.00 2,945
50 033000 Placing concrete 19 cy 120.00 2,280
51 033000 Piers/Pilasters
52 033000 Formwork 2,596 sf 22.00 57,112
53 033000 Re-bar 25,600 lbs 2.00 51,200
54 033000 Concrete material, 4000psi 256 cy 155.00 39,680
55 033000 Placing concrete 256 cy 120.00 30,720
56
57 Elevator pit 1 loc 35,000.00 35,000
5859 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
60 070001 Waterproofing at foundation walls 4,636 sf 4.00 18,544
61 070001 Crystalline waterproofing at elevator pits 720 sf 15.00 10,800
62
Amherst Elementary School PSR 6.1.22 FINAL Page 27 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
63 072100 THERMAL INSULATION
64 072100 2" Insulation at foundation walls 4,636 sf 2.75 12,749
6566 312000 EARTHWORK
67 Strip footings/Fdn wall
68 310000 Excavation 1,030 cy 10.00 10,300
69 310000 Remove off-site 1,030 cy 32.00 32,960
70 310000 Backfill with imported material 925 cy 38.00 35,150
71 310000 Spread footings/Grade beams
72 310000 Excavation 1,144 cy 10.00 11,440
73 310000 Remove off-site 1,144 cy 32.00 36,608
74 310000 Backfill with imported material 460 cy 38.00 17,480
75 310000 Miscellaneous
76 310000 Gravel fill beneath footings, 12" 109 cy 40.00 4,360
77 310000 Perimeter drain 1,159 lf 25.00 28,975
78 310000 Temporary dewatering for foundation work 1 ls 10,000.00 10,000
79 SUBTOTAL 1,341,863
80
81 A1020 SPECIAL FOUNDATIONS
82 Allowance for aggregate piers 43,253 sf 18.00 778,55483 SUBTOTAL 778,554
84
85 A1030 LOWEST FLOOR CONSTRUCTION
86
87 033000 CONCRETE
88 slab on grade 43,253 sf
89 033000 VB at slab on grade 43,253 sf 1.25 54,066
90 033000 Rebars; #4 bars at 12" O.C. 151,386 lbs 2.00 302,772
91 033000 Concrete - 6" thick 841 cy 155.00 130,355
92 033000 Barrier One Admixture 841 cy Assumed Not Required
93 033000 Placing concrete 841 cy 90.00 75,690
94 033000 Finishing and curing concrete 43,253 sf 3.00 129,759
95 033000 Miscellaneous
96 033000 Equipment pads 1 ls 10,000.00 10,000
97 033000 Underslab drainage system 43,253 sf 3.00 129,759
9899 072100 THERMAL INSULATION
100 72100 Slab insulation, 2" thick; perimeter only 4,636 sf 2.50 11,590
101102 312000 EARTHWORK
103 Building
104 310000 Raise grades with import structural fill - 24" 3,204 cy 38.00 121,752
105 310000 Gravel base, 8" 3,204 cy 40.00 128,160
106 310000 Compact existing sub-grade 43,253 sf 1.00 43,253
107 310000 Under slab E&B for plumbing 43,253 sf 1.50 64,880
108
109 SUBTOTAL 1,202,036
110
111 TOTAL - FOUNDATIONS $3,322,453
112
113
114 A20 BASEMENT CONSTRUCTION
115
116 A2010 BASEMENT EXCAVATION
117 No Work in this section
118 SUBTOTAL -
119
120 A2020 BASEMENT WALLS
121 No Work in this section
122 SUBTOTAL -
123
Amherst Elementary School PSR 6.1.22 FINAL Page 28 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
124 TOTAL - BASEMENT CONSTRUCTION
125
126
127 B10 SUPERSTRUCTURE
128
129 B1010 FLOOR CONSTRUCTION
130
131 13.5 lbs/sf
132 714 tns
133 $5,973 $/Ton
134 033000 CONCRETE
135 33000 WWF reinforcement 71,872 sf 1.50 107,808
136 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
1,113 cy 145.00 161,385
137 33000 Concrete Fill for deflection; 3/4" 182 cy 145.00 26,390
138 33000 Place and finish concrete 62,497 sf 3.50 218,740
139 33000 Rebar to decks 18,749 lbs 2.00 37,498
140141 051200 STRUCTURAL STEEL FRAMING
142 51200 Steel floor framing, columns and lateral bracing;
143 51200 Floor framing 13.5 lbs/sf 422 tns 4,800.00 2,025,600
144 51200 Premium for AESS steel NIC
145 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
146 51200 Shear studs 15,624 ea 3.50 54,684
147 51200 3" metal floor deck 62,497 sf 6.50 406,231
148 79513
149150 078100 FIREPROOFING/FIRESTOPPING
151 78100 Allowance for shafts + stairs 1 ls 20,000.00 20,000
152 78100 Fire proofing to columns and beams; 2 hr 62,497 sf 2.75 NR
153 SUBTOTAL 3,058,336
154
155 B1020 ROOF CONSTRUCTION156
157 033000 CONCRETE - underneath RTU's
158 33000 WWF reinforcement 5,750 sf 1.50 8,625
159 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
807 cy 145.00 117,015
160 33000 Place and finish concrete 5,000 sf 3.50 17,500
161 33000
162163 051200 STRUCTURAL STEEL FRAMING
164 51200 Steel floor framing, columns and lateral bracing;
165 51200 Floor framing 13.50 lbs/sf at typical roof 292 tns 4,800.00 1,401,600
166 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
167 51200 Shear studs 10,813 ea 3.50 37,846
168 51200 1-1/2" metal floor deck at typical roof 43,253 sf 5.50 237,892
169 51200 HSS support framing at roof screen 14 tns 5,500.00 77,000
170 51200 Premium for 3" acoustic deck at gymnasium 4,000 sf 6.00 24,000
172 79513
173
174 078100 FIREPROOFING/FIRESTOPPING
175 078100 Fireproofing to roof deck and structure 43,253 sf 3.00 NR
176 SUBTOTAL 1,921,478
177
178 TOTAL - SUPERSTRUCTURE $4,979,814
179
180
181 B20 EXTERIOR CLOSURE 50,512 sf
182
Amherst Elementary School PSR 6.1.22 FINAL Page 29 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
183 B2010 EXTERIOR WALLS; 77% 38,894 sf
184
185 NEW ADDITION
186
187 040001 MASONRY; 80% of Solid
188 040001 Ground face veneer/brick alternating courses to second floor level 11,423 sf 36.00 411,228
189 040001 Brick veneer; modular brick 19,692 sf 44.00 866,448
190 040001 Precast trim 31,115 sf 2.00 62,230
191 040001 Staging/Lifts to exterior wall Included
192
193 055000 MISCELLANOUS METALS
194 055000 Miscellaneous metals to exterior; lintels, angles etc. 31,115 sf 1.00 31,115
195
196 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
197 070001 Air barrier 38,894 sf 7.50 291,705
198 070001 Air barrier/flashing at windows 3,873 lf 6.25 24,206
199 070001 Miscellaneous sealants to closure 38,894 sf 0.50 19,447
200
201 072100 THERMAL INSULATION
202 072100 Mineral wool insulation; 3" Thermax 38,894 sf 5.21 202,638
203 072100 Spray insulation; 1" 38,894 sf 2.00 77,788
204 072100 Insulation at window openings 3,873 lf 6.00 23,238
205
206 074213 WALL PANELS; 20% of solid
207 074213 Alucabond metal panels: 10% 3,889 sf 80.00 311,120
208 074213 Porcelain panel rainscreen panels: 10% 3,889 sf 95.00 369,455
209 074213 Roof screen; allow 300 LF x 10ft H 3,000 sf 70.00 210,000
210
211 092900 GYPSUM BOARD ASSEMBLIES
212 092900 6" metal stud backup 38,894 sf 12.00 466,728
213 092900 Gypsum Sheathing 38,894 sf 3.75 145,853
214 092900 Drywall lining to interior face of stud backup 38,894 sf 4.00 155,576
215
216 101400 SIGNAGE
217 101400 Signage 1 ls 10,000.00 10,000
218
219 SUBTOTAL 3,678,775
220
221 B2020 WINDOWS; 23% 11,618 sf222
223 092900 GYPSUM BOARD ASSEMBLIES
224 092900 Wood blocking at openings 3,873 lf 14.00 54,222
225
226 079200 JOINT SEALANTS
227 070001 Backer rod & double sealant 3,873 lf 10.00 38,730
228
229 080001 METAL WINDOWS
230 080001 Windows, double-pane low-e insulated units 11,138 sf 115.00 1,280,870
231 080001 Curtainwall, double-pane low-e insulated units 480 sf 145.00 69,600
232 080001 Sun control at south facing classrooms 360 lf 240.00 86,400
233 080001 Premium for IG-8 School-guard; 25% of glazing NR
234
235 089100 LOUVERS
236 089100 Louvers 100 sf 85.00 8,500
237
238 SUBTOTAL 1,538,322
239
240 B2030 EXTERIOR DOORS241
242 090007 Exterior door allowance 105,750 gsf 1.00 105,750
243 SUBTOTAL 105,750
Amherst Elementary School PSR 6.1.22 FINAL Page 30 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
244
245 TOTAL - EXTERIOR CLOSURE $5,322,847
246
247
248 B30 ROOFING
249
250 B3010 ROOF COVERINGS251
252 070002 PVC roofing membrane; (30 yr warranty), BOD Carlisle SureWeld,
80 mil; 11" insulation, includes all blocking, AVB, etc.
43,253 sf 35.00 1,513,855
253 070002 ACM metal fascia/soffits 846 lf 550.00 465,300
254 070002 ACM metal soffits at overhangs 750 sf 110.00 82,500
254 070002 Canopy; allowance 1,000 sf 120.00 120,000
255 SUBTOTAL 2,181,655 256
257 B3020 ROOF OPENINGS258
259 SUBTOTAL - 260
261 TOTAL - ROOFING $2,181,655
262
263
264 C10 INTERIOR CONSTRUCTION265
266 C1010 PARTITIONS
267
268 102213 GFCMU at gymnasium; 14ft H 3,570 sf 36.00 128,520
269 102213 8" CMU walls 2,925 sf 28.00 81,900
270 102213 8" CMU walls at elevator shaft 1,200 sf 35.00 42,000
271 102213 Partitions above GFCMU at gym; 8" stud + tectum with batt
insulation
3,825 sf 38.00 145,350
272 102213 Partitions ; Typical 6" stud, GWB ea side, insulation 2,325 sf 16.00 37,200
273 102213 Acoustic partitions 3,090 sf 28.00 86,520
274 102213 Acoustic operable partition in cafeteria 1,245 sf 90.00 112,050
275 102601 Premium for plywood backer + cement board 8,806 sf 7.50 66,045
276 102213 Corridor partitions 37,905 sf 19.50 739,148
277 102213 Classroom + other partitions 42,090 sf 16.00 673,440
278 102213 Miscellaneous partitions 105,750 gsf 5.00 528,750
279 102213 Interior glazing allowance 105,750 gsf 4.00 423,000
280 SUBTOTAL 3,063,923 281
282 C1020 INTERIOR DOORS283
284 090007 Interior doors; complete 105,750 gsf 6.70 708,525
285 SUBTOTAL 708,525 286
287 C1030 SPECIALTIES / MILLWORK
288
289 055000 MISCELLANEOUS METALS
290 055000 Column covers 1 ls 20,000.00 20,000
291 055000 Guardrails to open to below 111 lf 550.00 61,050
292 055000 Miscellaneous metals complete 105,750 gsf 2.80 296,100
293
294 064100 FINISH CARPENTRY
295 064100 Millwork complete 105,750 gsf 2.35 248,513
296
297 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
298 070001 Miscellaneous sealants throughout building 105,750 gsf 1.00 105,750
299
300 101100 VISUAL DISPLAY SURFACES
301 101100 Marker boards/TB complete 105,750 gsf 1.60 169,200
302 101100 Interactive White Board projectors FF&E
303
304 101400 SIGNAGE
305 101400 Signage; complete package 105,750 gsf 0.80 84,600
Amherst Elementary School PSR 6.1.22 FINAL Page 31 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
306
307 102110 TOILET COMPARTMENTS + Accessories
308 102100 Toilet partitions/bathroom accessories 105,750 gsf 1.10 116,325
309
310 104400 FIRE PROTECTION SPECIALTIES
311 104400 Fire extinguisher cabinets 35 ea 350.00 12,250
312 104400 AED cabinets 3 ea 350.00 1,050
313
314 105113 LOCKERS
315 105000 Metal student lockers, gym lockers etc. 105,750 gsf 1.00 105,750
316 SUBTOTAL 1,220,588 317
318 TOTAL - INTERIOR CONSTRUCTION $4,993,036
319
320
321 C20 STAIRCASES322
323 C2010 STAIR CONSTRUCTION324
325 55000 New stairs; complete 4 flt 45,000.00 180,000
325 55000 Learning stair 1 ls 250,000.00 250,000
326 55000 Platform steps 1 ls 5,000.00 5,000
327 55000 Stairs; upgrade existing railings for ADA 1 flt 10,000.00 10,000
328 SUBTOTAL 445,000 329
330 C2020 STAIR FINISHES331
332 90007 Finishes complete 4 flt 7,300.00 29,200
333 SUBTOTAL 29,200 334
335 TOTAL - STAIRCASES $474,200
336
337
338 C30 INTERIOR FINISHES
339
340 C3010 WALL FINISHES341
342 102601 Paint to walls 170,865 sf 0.90 153,779
343 102601 Wood paneling at proscenium 600 sf 80.00 48,000
344 102601 CT to corridor walls; 4FT H 10,108 sf 30.00 303,240
345 102601 CT to toilet walls 8,806 sf 30.00 264,180
346 102601 CT to stair walls 8,505 sf 30.00 255,150
347 102601 Porcelain tile wainscot in cafeteria; 84" H 1,085 sf 30.00 32,550
348 102601 Acoustic panels at music rooms 615 sf 35.00 21,525
349 SUBTOTAL 1,078,424 350
351 C3020 FLOOR FINISHES352353354 090002 HD Linoleum; Typical spaces 80,817 sf 8.00 646,536
355 090002 Ceramic floor to toilets 4,313 sf 30.00 129,390
356 090002 Carpet 4,758 sf 6.70 31,879
357 090002 Quarry Tile 1,875 sf 34.00 63,750
358 090002 HD linoleum flooring at cafeteria 3,700 sf 8.00 29,600
359 090002 Maple athletic flooring in gymnasium 4,000 sf 24.00 96,000
360 090002 Platform flooring 1,000 sf 28.00 28,000
361 SUBTOTAL 1,025,155
362
363 C3030 CEILING FINISHES
364
365 090003 ACT ceilings; 2 x 2 fiberglass 4,200 sf 9.00 37,800
366 090003 Wood look ceilings 1,500 sf 45.00 67,500
367 090003 Ceilings in band + practice rooms 1,800 sf 12.00 21,600
368 090003 Clean room ceilings 6,188 sf 10.00 61,880
369 090003 Curved corrugated clouds at platform 1,000 sf 65.00 65,000
Amherst Elementary School PSR 6.1.22 FINAL Page 32 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
370 090003 GWB ceilings; painted 4,711 sf 16.00 75,376
371 090003 GWB soffits at classrooms; painted 2,200 sf 22.00 48,400
372 090003 Miscellaneous soffits/GWB 1 ls 50,000.00 50,000
373 090003 Paint exposed structure 4,000 sf 3.00 12,000
374 090003 ACT ceilings; Typical spaces 77,064 sf 9.00 693,576
375 SUBTOTAL 1,133,132
376
377 TOTAL - INTERIOR FINISHES $3,236,711
378
379
380 D10 CONVEYING SYSTEMS381
382 D1010 ELEVATOR
383
384 142000 ELEVATOR
385 142400 New three stop elevator; traction 1 ls 250,000.00 250,000
386 142400
387 SUBTOTAL 250,000
388
389 TOTAL - CONVEYING SYSTEMS $250,000
390
391
392 D20 PLUMBING
393
394 D20 PLUMBING, GENERALLY
395 Equipment
396 Electric domestic HW heater 2 ea 35,000.00 70,000
397 Plumbing equipment 105,750 gsf 2.00 211,500
398 Plumbing Fixtures & Specialties
399 Miscellaneous plumbing fixtures 105,750 gsf 3.00 317,250
400 Domestic Water Type L Copper Pipe
401 Domestic water pipe with fittings & hangers 105,750 gsf 5.00 528,750
402 Domestic water pipe insulation 105,750 gsf 2.50 264,375
403 Sanitary Waste And Vent Pipe w/ Hangers
404 Sanitary waste pipe with fittings & hangers 105,750 gsf 3.50 370,125
405 Kitchen waste pipe with fittings & hangers 105,750 gsf 0.35 37,013
406 Storm Drainage, Hubless Cast Iron Pipe
407 Storm water pipe with fittings & hangers 105,750 gsf 3.00 317,250
408 Miscellaneous
409 Coordination & BIM 1 ls 100,000.00 100,000
410 Coring, sleeves & firestopping 1 ls 8,000.00 8,000
411 Testing and sterilization 1 ls 5,000.00 5,000
412 Fees & permits 1 ls 20,000.00 20,000
413 SUBTOTAL 2,249,263
414
415 TOTAL - PLUMBING $2,249,263
416
417
418 D30 HVAC
419
420 D30 HVAC, GENERALLY421 Ground Source Heat Pump System 105,750 gsf 68.00 7,191,000
422 Allowance for geothermal wells; 80 Wells 1 ls 2,800,000.00 2,800,000
423 SUBTOTAL 9,991,000
424
425 TOTAL - HVAC $9,991,000
426
427
428 D40 FIRE PROTECTION
429
430 D40 FIRE PROTECTION, GENERALLY
431 Fire pump not required
432 Wet system complete 105,750 gsf 6.00 634,500
Amherst Elementary School PSR 6.1.22 FINAL Page 33 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
433 210000 SUBTOTAL 634,500 434
435 TOTAL - FIRE PROTECTION $634,500
436
437
438 D50 ELECTRICAL
439
440 D5010 SERVICE & DISTRIBUTION
441 260000 Gear & Distribution
442 Normal Power
443 4000A 480/277V switchboard 1 ea 160,000.00 160,000
444 Submeters 1 ls 50,000.00 50,000
445 Associated transformers, panelboards and feeders 105,750 gsf 3.50 370,125
446 Emergency power
447 500KW diesel emergency generator and associated gear and
distribution
1 ls 250,000.00 250,000
448 Associated ATS's, transformers, panelboards and feeders 105,750 gsf 2.00 211,500
449 Photovoltaic System
450 Infrastructure for system 1 ls 20,000.00 20,000
451 PV on roof + canopy; 768 kW 1 ls 1,920,000 1,920,000
452 Uninterruptible Power Supply
453 UPS system NIC
454 Equipment Wiring feeds and connection
455 Misc. mechanical and plumbing equipment feed and connections 105,750 gsf 3.50 370,125
456 Gymnasium equipment feeds and connections 1 ls 15,000.00 15,000
457 kitchen equipment feeds and connections 1 ls 25,000.00 25,000
458 260000 SUBTOTAL 3,391,750
459 260000
460 260000 D5020 LIGHTING & POWER
461 260000 Lighting & Branch Power
462 260000 Lighting (fixtures + install) includes lighting circuitry 105,750 gsf 10.00 1,057,500
463 260000 Lighting controls
464 260000 Networked lighting control system 105,750 gsf 1.50 158,625
465 260000 Branch devices
466 260000 Receptacles/device boxes + wiring 105,750 gsf 4.00 423,000
467 260000 SUBTOTAL 1,639,125
468 260000
469 260000 D5030 COMMUNICATION & SECURITY SYSTEMS
470 260000 Technology Systems
471 260000 Procured & installed during the Equipment Phase (FF&E)
472 260000 Instructional Video Presentation Equipment FF&E
473 260000 Computer Network Equipment FF&E
474 260000 Computer carts & lockers FF&E
475 260000 Network copier/printer equipment FF&E
476 260000 Portable Video presentation system FF&E
477 260000 Cafeteria POS equipment FF&E
478 260000 Visitor management system FF&E
479 260000 Short throw projectors including cabling FF&E
480 260000 Telecommunications - Voice/Data Structured Cabling System
481 Network switches, routers, firewalls, servers, VOIP, etc 1 ls FF&E
482 Telcom devices, cabling and rough-in 105,750 gsf 3.50 370,125
483 260000 Digital Signage System
484 260000 Digital Signage System 105,750 gsf 0.50 52,875
485 260000 Flat panel display; 4 screens Included above
486 260000 Magic info messaging software Included above
487 260000 Digital site signage system rough-in and cabling Included above
488 260000 Fire Alarm
489 FA system 105,750 gsf 2.50 264,375
490 Mass Notification 105,750 gsf 0.50 52,875
491 Temporary fire alarm system 105,750 gsf 0.25 26,438
492 260000 Distribution Antennae System
Amherst Elementary School PSR 6.1.22 FINAL Page 34 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
493 260000 BDA/DAS system, allow 105,750 gsf 0.75 79,313
494 260000 BDA annunciator Included above
495 260000 Splitter Included above
496 260000 Police/Fire/School panels Included above
497 260000 Lightning & surge protection unit Included above
498 260000 Rough-in Included above
499 260000 Distributed Communication - Public Address System + Clock system
500 260000 Complete package 105,750 gsf 1.50 158,625
501 Classroom Audio (Speech amplification)
502 260000 Speech amplification 45 rms 3,500.00 157,500
503 260000 Audio Visual Systems
504 260000 General building AV equipment By Owner
505 260000 Rough-in 105,750 gsf 0.75 79,313
506 260000 Gymnasium sound system, allow 1 ls 15,000.00 15,000
507 260000 Cafeteria sound system, allow 1 ls 20,000.00 20,000
508 260000 Cafeteria Projector 1 ls 25,000.00 25,000
509 260000 Music Room 1 ls 10,000.00 10,000
510 Cafetorium
511 Stage lighting and dimming package, allow 1 ls 75,000.00 75,000
512 260000 Video Management - CCTV System
513 260000 Head end + cameras 105,750 gsf 3.00 317,250
514 260000 Access Control- Intrusion Alarm
515 260000 Head end + devices 105,750 gsf 1.50 158,625
516 260000 SUBTOTAL 1,862,314
517 260000
518 260000 D5040 OTHER ELECTRICAL SYSTEMS
519 260000 Common Work Results
520 Lightning Protection 43,253 sf 0.50 21,627
521 Demolition work 1 ls 35,000.00 35,000
522 Temp power and lights 1 ls 85,000.00 85,000523 Coordination study 1 ls 5,000.00 5,000
524 Coordination, BIM 1 ls 96,000.00 96,000
525 Permits and fees 1 ls 70,000.00 70,000
526 260000 SUBTOTAL 312,627
527
528 TOTAL - ELECTRICAL $7,205,816
529
530
531 E10 EQUIPMENT
532
533 E10 EQUIPMENT, GENERALLY
534
535536 113100 APPLIANCES
537 113100 Residential appliances; allowance 1 ls 16,000.00 16,000
538
539 114000 FOODSERVICE EQUIPMENT
540 114000 Kitchen equipment 1 ls 750,000.00 750,000
541
542 115213 PROJECTION SCREENS
543 115213 Projection screen - 12' wide; cafeteria, stage 2 ea 8,000.00 16,000
544
545 116200 THEATRE EQUIPMENT
546 116200 Curtain and rigging 1 ls 30,000.00 30,000
547 116200
548
549 116600 ATHLETIC EQUIPMENT
550 116600 Gym, PT and De-esc wall pads; bleachers, basketball backstops etc. 1 ls 160,000.00 160,000
551 SUBTOTAL 972,000
Amherst Elementary School PSR 6.1.22 FINAL Page 35 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW THREE STORY OPTION 2
552
553 TOTAL - EQUIPMENT $972,000
554
555
556 E20 FURNISHINGS
557
558 E2010 FIXED FURNISHINGS
559
560 122100 WINDOW TREATMENT
561 122100 Shades complete 11,618 sf 8.00 92,944
562
563 123000 CASEWORK
564 123000 Miscellaneous casework 1 ls 1,500,000.00 1,500,000
565 SUBTOTAL 1,592,944 566
567 E2020 MOVABLE FURNISHINGS568 All movable furnishings to be provided and installed by owner
569 SUBTOTAL NIC 570
571 TOTAL - FURNISHINGS $1,592,944
572
573
574 F10 SPECIAL CONSTRUCTION
575
576 F10 SPECIAL CONSTRUCTION577 SUBTOTAL - 578
579 TOTAL - SPECIAL CONSTRUCTION
580
581
582 F20 SELECTIVE BUILDING DEMOLITION
583
584 F2010 BUILDING ELEMENTS DEMOLITION585 SUBTOTAL - 586
587 F2020 HAZARDOUS COMPONENTS ABATEMENT588 02121 See main summary for HazMat allowance See Summary
589 SUBTOTAL590
591 TOTAL - SELECTIVE BUILDING DEMOLITION
TRADE SUBTOTAL $47,406,239
Amherst Elementary School PSR 6.1.22 FINAL Page 36 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW THREE STORY OPTION 2
1 G SITEWORK 880,000 sf -
2
3 G10 SITE PREPARATION & DEMOLITION4
311000 GENERAL CONDITIONS 5 311000 6' high site construction fence 4,371 lf 20.00 87,420
6 311000 Site construction fence gates and entrance - assume 1 loc 15,000.00 15,000
7 311000 Mobilizations 1 ea 50,000.00 50,000
8 311000 Temp laydown areas 1 acres 10,000.00 10,000
9 311000 Temporary construction signs 1 ls 5,000.00 5,000
10 311000 Layout/As-builts/Survey 1 ls 15,000.00 15,000
11311000 PHASING
12 312000 Allowance for phasing/logistics 1 ls 250,000.00 NR
13311000 SITE DEMOLITION AND RELOCATIONS
14 311000 Pulverize pavement for reuse 11,111 sy 9.00 99,999
15 311000 Stockpile pulverized material for reuse 1,852 cy 2.50 4,630
16 311000 Demolish existing concrete walk 20,000 sf 1.50 30,000
17 311000 Miscellaneous site demolition; furnishings, concrete pads,
signs etc
1 ls 100,000.00 100,000
18311000 UTILITY DEMOLITION
19 311000 Demolish existing utility lines 500 lf 25.00 12,500
20 311000 Demolish existing utility structures 1 ea 500.00 500
21 311000 Cut/cap utility lines 1 ls 30,000.00 30,000
22
23 311000
24312000 EROSION & SEDIMENT CONTROL
25 312000 Silt Fence; installation and removal 4,371 lf 12.00 52,452
26 312000 Street sweeping & dust control allowance 1 ls 35,000.00 35,000
27 312000 Erosion Control monitoring & maintenance 1 ls 25,000.00 25,000
28 SUBTOTAL 572,501
29
30312000 SITE EARTHWORK
31 312000 Site Earthwork
32 312000 Cut and fills; allowance 15,213 cy 10.00 152,130
33 312000 Cut and dispose 30,000 cy 30.00 900,000
34 312000 Excavate and dispose for compensatory story; assume 2 ft 4,148 cy 36.00 149,328
35 312000 Fill Req. to raise site 410,764 sf
36 312000 Fill - imported to raise paving and fields 1ft 15,213 cy 28.00 425,964
37 312000 Sub grade establishment and fine grading 45,640 sy 3.25 148,330
38
39312000 HAZARDOUS MATERIALS
40 312000 None included Excluded
41 SUBTOTAL 1,775,752
42
43 G20 SITE IMPROVEMENTS
48320000 ROADWAYS AND PARKING LOTS
49 Asphalt Paving; parking lots and roadway 146,794 sf
50 312000 gravel base; 12" thick 5,437 cy 45.00 244,665
51 320000 asphalt top; 1.5" thick 1,403 tns 220.00 308,660
52 320000 asphalt binder; 2" thick 1,875 tns 190.00 356,250
53 320000 Geosynthetic reinforcing grid 146,794 sf 0.95 139,454
54 320000 CURBING
55 320000 Vertical granite curb 6,752 lf 48.00 324,096
56 320000 ADA Curb cuts - assume 5 ea 850.00 4,250
57 320000 ROAD MARKINGS AND SIGNS
58 320000 Sign allowance 1 ls 30,000.00 30,000
Amherst Elementary School PSR 6.1.22 FINAL Page 37 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW THREE STORY OPTION 259 320000 Pavement markings allowance 1 ls 20,000.00 20,000
60 320000 Crosswalk hatching - allowance 2 loc 2,500.00 5,000
61 320000 SUBTOTAL 1,432,375
62
63 320000 PEDESTRIAN PAVING
64 Allowance for pedestrian walks; Concrete 15,992 sf
65 312000 gravel base; 8" thick 397 cy 45.00 17,865
66 320000 Concrete slab paving; 4" thick 15,992 sf 12.00 191,904
67 Allowance for pedestrian walks; Concrete, colored (changed to
regular)
5,000 sf
68 312000 gravel base; 8" thick 124 cy 45.00 5,580
69 320000 Concrete slab paving; 4" thick colored 5,000 sf 12.00 60,000
70 Allowance for pedestrian paving; Bit Conc with colored surface 29,553 sf
71 312000 gravel base; 8" thick 733 cy 45.00 32,985
72 320000 Asphalt paving 3,284 sy 32.00 105,088
73 320000 Premium for colored surface 29,553 sf 2.25 66,494
74 Allowance for pedestrian paving; Bit Conc 28,175 sf
75 312000 gravel base; 8" thick 699 cy 45.00 31,455
76 320000 Asphalt paving 3,131 sy 32.00 100,192
77 SUBTOTAL 611,563
78
79 320000 SITE IMPROVEMENTS
80 320000 SITE FURNISHINGS
81 320000 Outdoor classroom - equipment and site furnishings 1 ls 75,000.00 75,000
82 320000 Flag poles 2 loc 8,000.00 16,000
83 320000 Benches; stainless steel 20 loc 3,000.00 60,000
84 320000 Benches; concrete 14 loc 5,000.00 70,000
85 320000 Bollards; stainless steel, includes base 40 loc 2,900.00 116,000
86 320000 Bollards; standard 20 loc 1,600.00 32,000
87 320000 Bicycle racks 50 loc 1,500.00 75,000
88 320000 Recycling/trash 3 loc 2,800.00 8,400
89 320000 PLAY AREAS
90 Playground - pour-in-place safety surfacing - assume 19,905 sf
91 320000 gravel base; 8" thick 494 cy 45.00 22,230
92 320000 Pour-in-place safety surface 19,905 sf 32.00 636,960
93 320000 Edging 787 lf 45.00 35,415
94 320000 Allowance for play equipment 1 ls 400,000.00 400,000
95 320000 FENCING
96 320000 Allowance for fencing at fields 2,150 lf 65.00 139,750
97
98 Allowance for baseball backstop, bases, benches etc. 1 ls 75,000.00 75,000
171 51200 Canopy for PV system 18,300 sf 24.00 439,200
99
100 SUBTOTAL 2,200,955
101
102
103 329900 SITE WALLS
104 330000 Allowance for seat walls 1 ls 50,000.00 50,000
105 SUBTOTAL 50,000
106
107 Landscaping
Amherst Elementary School PSR 6.1.22 FINAL Page 38 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW THREE STORY OPTION 2108 320000 ATHLETIC LANDSCAPING; Multi-Purpose Field 47,250 sf
109 329000 Topsoil - imported 12" thick 1,750 cy 70.00 122,500
110 329000 Drainage base 12" 1,750 cy 42.00 73,500
111 329000 Fine grade 47,250 sf 0.20 9,450
112 329000 Seeding 47,250 sf 0.75 35,438
113 329000 Flat drains 47,250 sf 1.00 47,250
114 329000 Irrigation 47,250 sf 1.25 59,063
115 Softball Field 0 sf
116 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
117 329000 Drainage base 12" 0 cy 42.00 NR
118 329000 Fine grade 0 sf 0.20 NR
119 329000 Seeding 0 sf 0.75 NR
120 329000 Irrigation 0 sf 1.25 NR
121 329000 Flat drains 0 sf 1.00 NR
122 329000 Infield mix 200 tn 225.00 NR
123 Baseball Field 138,000 sf
124 329000 Topsoil - imported 12" thick 5,111 cy 70.00 357,770
125 329000 Drainage base 12" 5,111 cy 42.00 214,662
126 329000 Fine grade 138,000 sf 0.20 27,600
127 329000 Seeding 138,000 sf 0.75 103,500
128 329000 Irrigation 138,000 sf 1.25 172,500
129 329000 Flat drains 138,000 sf 1.00 138,000
130 329000 Infield mix 225 tn 225.00 50,625
131 329900 LAWN AND SEED
132 329900 Topsoil - reuse existing 7,520 cy 26.00 195,520
133 329900 Soil and mulch at planting areas; 18" thick 3,222 cy 70.00 225,540
134 329900 Allowance for loam and seed allowance 406,078 sf 0.35 142,127
135 329900 Garden allowance 1 ls 40,000.00 40,000
136 329900 Bioswale/Raingarden seed mix 47,711 sf 0.55 26,241
137 329900 TREES
138 329900 Trees; 3-1/2" Cal 100 ea 2,000.00 200,000
139 329900 SHRUBS
140 329900 Allowance for shrubs in courtyard 8,000 sf 8.00 NR
141 329900 Allowance for shrubs 50,000 sf 8.00 400,000
142 SUBTOTAL 2,641,286
143
144 G30 CIVIL MECHANICAL UTILITIES
145210000 FIRE + WATER
146 210000 12" CLDI 800 lf 150.00 120,000
147 210000 8" CLDI 150 lf 90.00 13,500
148 210000 Fire department connection 1 ea 2,500.00 2,500
149 331000 Connect to existing water line; 12 live tap 1 ea 20,000.00 20,000
150 SUBTOTAL 156,000
151
152333000 SANITARY SEWER
153 333000 8" PVC 800 lf 60.00 48,000
154 333000 Replace duplex ejector/lift station 1 ea 75,000.00 75,000
155 333000 SMH 3 ea 4,500.00 13,500
156 333000 Grease trap - assumed 4,000 gal. 1 ea 10,000.00 10,000
157 333000 Connect to existing structure (inside site) 1 ea 5,000.00 5,000
158 SUBTOTAL 151,500
159
160334000 STORM DRAINAGE
161 334000 Allowance for stormwater piping, structures, WQS + OCS etc. 146,794 sf 6.00 880,764
Amherst Elementary School PSR 6.1.22 FINAL Page 39 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW THREE STORY OPTION 2162
334000 SURFACE DRAINAGE SYSTEMS163 Bio retention - profile below assumed 47,711 sf
164 312000 shape basins 47,711 sf 2.50 119,278
165 320000 mulch 442 cy 50.00 22,100
166 320000 24" Planting soil mix 3,534 cy 60.00 212,040
167 320000 12" Sand 1,767 cy 40.00 70,680
168 320000 4" Double washed pea stone 583 cy 50.00 29,150
169 334000 4" PVC pipe; allowance 100 lf 40.00 4,000
170 334000 12" Pipe bedding 1,767 cy 40.00 70,680
171334000 SUBSURFACE DRAINAGE SYSTEMS
172 334000 Underground infiltration system NR
173 SUBTOTAL 1,408,692 174
175176 330000 Gas service
177 330000 E&B trench for new gas pipe 800 lf 25.00 20,000
178 SUBTOTAL 20,000 179
180
181 G40 ELECTRICAL UTILITIES182 Site Civil for Electrical
183 Concrete:
184 Primary duct bank (allow) 800 lf 30.00 24,000
185 Secondary duct bank 60 lf 40.00 2,400
186 Generator duct bank 60 lf 20.00 1,200
187 Communications duct bank 800 lf 20.00 16,000
188 Transformer pad 1 ea 2,000.00 2,000
189 Generator pad 1 ea 2,000.00 2,000
190 Excavation & Backfill:
191 Primary duct bank 800 lf 30.00 24,000
192 Secondary duct bank 60 lf 28.00 1,680
193 Generator duct bank 60 lf 22.00 1,320
194 Communications duct bank 800 lf 22.00 17,600
195 Power
196 Utility company back charges (allow) 1 ls By Owner
197 New manhole 1 ea 8,500.00 8,500
198 Utility company pad mounted transformer Utility co.
199 Primary duct bank 2-4" empty conduit 800 lf 40.00 32,000
200 4000A Secondary duct bank, allow 60 lf 1,470.00 88,200
201 2000A and 100A Generator duct bank, allow 60 lf 1,025.00 61,500
202 Communications , allow
203 Utility company back charges (allow) 1 ls By Owner
204 Telecom duct bank 4-4" conduits 800 lf 80.00 64,000
205 New manhole 1 ea 8,500.00 8,500
Amherst Elementary School PSR 6.1.22 FINAL Page 40 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW THREE STORY OPTION 2206 Site Lighting
207 Site lighting and circuitry; 25 ft Poles lights 27 ea 5,500.00 148,500
208 Site lighting and circuitry; 12 ft Poles lights pedestrian 45 ea 3,000.00 135,000
209 Site Security , allow
210 Pole cameras and circuitry 1 ls 25,000.00 25,000
211 EV Charging Stations (allow)
212 40A VCS feed and controls (allow) 4 loc 8,500.00 34,000
213 SUBTOTAL 697,400 214
215
216
TOTAL - SITE DEVELOPMENT OPTION 2 $11,718,024
Amherst Elementary School PSR 6.1.22 FINAL Page 41 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
GROSS FLOOR AREA CALCULATION1
2
3 First Floor NEW 56,0334 Second Floor NEW 49,7175
6
7
8
9 TOTAL GROSS FLOOR AREA (GFA) 105,750 sf
10
11
12
13 A1010 STANDARD FOUNDATIONS
14
15 033000 CONCRETE
16 Strip Footings 139 CY $804 /cy
17 Foundation Walls 317 CY $1,251 /cy
18 Spread Footings 475 CY $813 /cy
19 Grade beams 19 CY $1,538 /cy
20 Piers 353 CY $698 /cy
21
22 Total Foundation Concrete 1,303 CY
23 Strip footing; allow 28" x 12"
24 033000 Formwork 3,062 sf 14.00 42,868
25 033000 Re-bar 15,310 lbs. 2.00 30,620
26 033000 Concrete material 139 cy 155.00 21,545
27 033000 Placing concrete 139 cy 120.00 16,680
28 033000 Foundation wall; 16" thick
29 033000 Formwork 12,248 sf 20.00 244,960
30 033000 Re-bar 24,496 lbs. 2.00 48,992
31 033000 Concrete material 317 cy 155.00 49,135
32 033000 Placing concrete 317 cy 120.00 38,040
33 033000 Form shelf 1,531 lf 10.00 15,310
34 033000 Spread Footings; 8'x8'x24"
35 033000 Formwork 4,480 sf 18.00 80,640
36 033000 Re-bar 39,200 lbs. 2.00 78,400
37 033000 Concrete material 348 cy 155.00 53,940
38 033000 Placing concrete 348 cy 120.00 41,760
39 033000 Set anchor bolts grout plates 70 ea 150.00 10,500
40 033000 Spread Footings; 5.5'x5.5'x18"
41 033000 Formwork 2,376 sf 18.00 42,768
42 033000 Re-bar 16,200 lbs. 2.00 32,400
43 033000 Concrete material 127 cy 155.00 19,685
44 033000 Placing concrete 127 cy 120.00 15,240
45 033000 Set anchor bolts grout plates 72 ea 150.00 10,800
46 033000 Grade beams at braced frames, allow
47 033000 Formwork 480 sf 15.00 7,200
48 033000 Re-bar 8,400 lbs. 2.00 16,800
49 033000 Concrete material 19 cy 155.00 2,945
50 033000 Placing concrete 19 cy 120.00 2,280
51 033000 Piers/Pilasters
52 033000 Formwork 3,578 sf 22.00 78,716
53 033000 Re-bar 35,300 lbs 2.00 70,600
54 033000 Concrete material, 4000psi 353 cy 155.00 54,715
55 033000 Placing concrete 353 cy 120.00 42,360
56
57 Elevator pit 1 loc 35,000.00 35,000
5859 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
60 070001 Waterproofing at foundation walls 6,124 sf 4.00 24,496
61 070001 Crystalline waterproofing at elevator pits 720 sf 15.00 10,800
62
Amherst Elementary School PSR 6.1.22 FINAL Page 42 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
63 072100 THERMAL INSULATION
64 072100 2" Insulation at foundation walls 6,124 sf 2.75 16,841
6566 312000 EARTHWORK
67 Strip footings/Fdn wall
68 310000 Excavation 1,361 cy 10.00 13,610
69 310000 Remove off-site 1,361 cy 32.00 43,552
70 310000 Backfill with imported material 1,222 cy 38.00 46,436
71 310000 Spread footings/Grade beams
72 310000 Excavation 1,578 cy 10.00 15,780
73 310000 Remove off-site 1,578 cy 32.00 50,496
74 310000 Backfill with imported material 1,084 cy 38.00 41,192
75 310000 Miscellaneous
76 310000 Gravel fill beneath footings, 12" 141 cy 40.00 5,640
77 310000 Perimeter drain 1,531 lf 25.00 38,275
78 310000 Temporary dewatering for foundation work 1 ls 10,000.00 10,000
79 SUBTOTAL 1,522,017
80
81 A1020 SPECIAL FOUNDATIONS
82 Allowance for aggregate piers 56,033 sf 18.00 1,008,59483 SUBTOTAL 1,008,594
84
85 A1030 LOWEST FLOOR CONSTRUCTION
86
87 033000 CONCRETE
88 slab on grade 56,033 sf
89 033000 VB at slab on grade 56,033 sf 1.25 70,041
90 033000 Rebars; #4 bars at 12" O.C. 196,116 lbs 2.00 392,232
91 033000 Concrete - 6" thick 1,090 cy 155.00 168,950
92 033000 Barrier One Admixture 1,090 cy Assumed Not Required
93 033000 Placing concrete 1,090 cy 90.00 98,100
94 033000 Finishing and curing concrete 56,033 sf 3.00 168,099
95 033000 Miscellaneous
96 033000 Equipment pads 1 ls 10,000.00 10,000
97 033000 Underslab drainage system 56,033 sf 3.00 168,099
9899 072100 THERMAL INSULATION
100 72100 Slab insulation, 2" thick; perimeter only 6,124 sf 2.50 15,310
101102 312000 EARTHWORK
103 Building
104 310000 Raise grades with import structural fill - 24" 4,151 cy 38.00 157,738
105 310000 Gravel base, 8" 4,151 cy 40.00 166,040
106 310000 Compact existing sub-grade 56,033 sf 1.00 56,033
107 310000 Under slab E&B for plumbing 56,033 sf 1.50 84,050
108
109 SUBTOTAL 1,554,692
110
111 TOTAL - FOUNDATIONS $4,085,303
112
113
114 A20 BASEMENT CONSTRUCTION
115
116 A2010 BASEMENT EXCAVATION
117 No Work in this section
118 SUBTOTAL -
119
120 A2020 BASEMENT WALLS
121 No Work in this section
122 SUBTOTAL -
123
Amherst Elementary School PSR 6.1.22 FINAL Page 43 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
124 TOTAL - BASEMENT CONSTRUCTION
125
126
127 B10 SUPERSTRUCTURE
128
129 B1010 FLOOR CONSTRUCTION
130
131 13.5 lbs/sf
132 714 tns
133 $5,955 $/Ton
134 033000 CONCRETE
135 33000 WWF reinforcement 57,175 sf 1.50 85,763
136 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
886 cy 145.00 128,470
137 33000 Concrete Fill for deflection; 3/4" 145 cy 145.00 21,025
138 33000 Place and finish concrete 49,717 sf 3.50 174,010
139 33000 Rebar to decks 14,915 lbs 2.00 29,830
140141 051200 STRUCTURAL STEEL FRAMING
142 51200 Steel floor framing, columns and lateral bracing;
143 51200 Floor framing 13.5 lbs/sf 336 tns 4,800.00 1,612,800
144 51200 Premium for AESS steel NIC
145 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
146 51200 Shear studs 12,429 ea 3.50 43,502
147 51200 3" metal floor deck 49,717 sf 6.50 323,161
148 79513
149150 078100 FIREPROOFING/FIRESTOPPING
151 78100 Allowance for shafts + stairs 1 ls 20,000.00 20,000
152 78100 Fire proofing to columns and beams; 2 hr 49,717 sf 2.75 NR
153 SUBTOTAL 2,438,561
154
155 B1020 ROOF CONSTRUCTION156
157 033000 CONCRETE - underneath RTU's
158 33000 WWF reinforcement 5,750 sf 1.50 8,625
159 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
1,046 cy 145.00 151,670
160 33000 Place and finish concrete 5,000 sf 3.50 17,500
161 33000
162163 051200 STRUCTURAL STEEL FRAMING
164 51200 Steel floor framing, columns and lateral bracing;
165 51200 Floor framing 13.50 lbs/sf at typical roof 378 tns 4,800.00 1,814,400
166 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
167 51200 Shear studs 14,008 ea 3.50 49,028
168 51200 1-1/2" metal floor deck at typical roof 56,033 sf 5.50 308,182
169 51200 HSS support framing at roof screen 14 tns 5,500.00 77,000
170 51200 Premium for 3" acoustic deck at gymnasium 4,000 sf 6.00 24,000
172 79513
173
174 078100 FIREPROOFING/FIRESTOPPING
175 078100 Fireproofing to roof deck and structure 56,033 sf 3.00 NR
176 SUBTOTAL 2,450,405
177
178 TOTAL - SUPERSTRUCTURE $4,888,966
179
180
181 B20 EXTERIOR CLOSURE 49,760 sf
182
Amherst Elementary School PSR 6.1.22 FINAL Page 44 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
183 B2010 EXTERIOR WALLS; 77% 38,315 sf
184
185 NEW ADDITION
186
187 040001 MASONRY; 80% of Solid
188 040001 Ground face veneer/brick alternating courses to second floor level 15,090 sf 36.00 543,240
189 040001 Brick veneer; modular brick 15,562 sf 44.00 684,728
190 040001 Precast trim 30,652 sf 2.00 61,304
191 040001 Staging/Lifts to exterior wall Included
192
193 055000 MISCELLANOUS METALS
194 055000 Miscellaneous metals to exterior; lintels, angles etc. 30,652 sf 1.00 30,652
195
196 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
197 070001 Air barrier 38,315 sf 7.50 287,363
198 070001 Air barrier/flashing at windows 3,815 lf 6.25 23,844
199 070001 Miscellaneous sealants to closure 38,315 sf 0.50 19,158
200
201 072100 THERMAL INSULATION
202 072100 Mineral wool insulation; 3" Thermax 38,315 sf 5.21 199,621
203 072100 Spray insulation; 1" 38,315 sf 2.00 76,630
204 072100 Insulation at window openings 3,815 lf 6.00 22,890
205
206 074213 WALL PANELS; 20% of solid
207 074213 Alucabond metal panels: 10% 3,832 sf 80.00 306,560
208 074213 Porcelain panel rainscreen panels: 10% 3,832 sf 95.00 364,040
209 074213 Roof screen; allow 300 LF x 10ft H 3,000 sf 70.00 210,000
210
211 092900 GYPSUM BOARD ASSEMBLIES
212 092900 6" metal stud backup 38,315 sf 12.00 459,780
213 092900 Gypsum Sheathing 38,315 sf 3.75 143,681
214 092900 Drywall lining to interior face of stud backup 38,315 sf 4.00 153,260
215
216 101400 SIGNAGE
217 101400 Signage 1 ls 10,000.00 10,000
218
219 SUBTOTAL 3,596,751
220
221 B2020 WINDOWS; 23% 11,445 sf222
223 092900 GYPSUM BOARD ASSEMBLIES
224 092900 Wood blocking at openings 3,815 lf 14.00 53,410
225
226 079200 JOINT SEALANTS
227 070001 Backer rod & double sealant 3,815 lf 10.00 38,150
228
229 080001 METAL WINDOWS
230 080001 Windows, double-pane low-e insulated units 10,965 sf 115.00 1,260,975
231 080001 Curtainwall, double-pane low-e insulated units 480 sf 145.00 69,600
232 080001 Sun control at south facing classrooms 360 lf 240.00 86,400
233 080001 Premium for IG-8 School-guard; 25% of glazing NR
234
235 089100 LOUVERS
236 089100 Louvers 100 sf 85.00 8,500
237
238 SUBTOTAL 1,517,035
239
240 B2030 EXTERIOR DOORS241
242 090007 Exterior door allowance 105,750 gsf 1.00 105,750
243 SUBTOTAL 105,750
Amherst Elementary School PSR 6.1.22 FINAL Page 45 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
244
245 TOTAL - EXTERIOR CLOSURE $5,219,536
246
247
248 B30 ROOFING
249
250 B3010 ROOF COVERINGS251
252 070002 PVC roofing membrane; (30 yr warranty), BOD Carlisle SureWeld,
80 mil; 11" insulation, includes all blocking, AVB, etc.
56,033 sf 35.00 1,961,155
253 070002 ACM metal fascia/soffits 1,531 lf 550.00 842,050
254 070002 Canopy; allowance 1,000 sf 120.00 120,000
255 SUBTOTAL 2,923,205 256
257 B3020 ROOF OPENINGS258
259 SUBTOTAL - 260
261 TOTAL - ROOFING $2,923,205
262
263
264 C10 INTERIOR CONSTRUCTION265
266 C1010 PARTITIONS
267
268 102213 GFCMU at gymnasium; 14ft H 3,570 sf 36.00 128,520
269 102213 8" CMU walls 2,925 sf 28.00 81,900
270 102213 8" CMU walls at elevator shaft 1,200 sf 35.00 42,000
271 102213 Partitions above GFCMU at gym; 8" stud + tectum with batt
insulation
3,825 sf 38.00 145,350
272 102213 Partitions ; Typical 6" stud, GWB ea side, insulation 2,325 sf 16.00 37,200
273 102213 Acoustic partitions 3,090 sf 28.00 86,520
274 102213 Acoustic operable partition in cafeteria 1,245 sf 90.00 112,050
275 102601 Premium for plywood backer + cement board 8,806 sf 7.50 66,045
276 102213 Corridor partitions 37,905 sf 19.50 739,148
277 102213 Classroom + other partitions 42,090 sf 16.00 673,440
278 102213 Miscellaneous partitions 105,750 gsf 5.00 528,750
279 102213 Interior glazing allowance 105,750 gsf 4.00 423,000
280 SUBTOTAL 3,063,923 281
282 C1020 INTERIOR DOORS283
284 090007 Interior doors; complete 105,750 gsf 6.70 708,525
285 SUBTOTAL 708,525 286
287 C1030 SPECIALTIES / MILLWORK
288
289 055000 MISCELLANEOUS METALS
290 055000 Column covers 1 ls 20,000.00 20,000
291 055000 Guardrails to open to below 30 lf 550.00 16,500
292 055000 Miscellaneous metals complete 105,750 gsf 2.80 296,100
293
294 064100 FINISH CARPENTRY
295 064100 Millwork complete 105,750 gsf 2.35 248,513
296
297 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
298 070001 Miscellaneous sealants throughout building 105,750 gsf 1.00 105,750
299
300 101100 VISUAL DISPLAY SURFACES
301 101100 Marker boards/TB complete 105,750 gsf 1.60 169,200
302 101100 Interactive White Board projectors FF&E
303
304 101400 SIGNAGE
305 101400 Signage; complete package 105,750 gsf 0.80 84,600
306
Amherst Elementary School PSR 6.1.22 FINAL Page 46 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
307 102110 TOILET COMPARTMENTS + Accessories
308 102100 Toilet partitions/bathroom accessories 105,750 gsf 1.10 116,325
309
310 104400 FIRE PROTECTION SPECIALTIES
311 104400 Fire extinguisher cabinets 35 ea 350.00 12,250
312 104400 AED cabinets 3 ea 350.00 1,050
313
314 105113 LOCKERS
315 105000 Metal student lockers, gym lockers etc. 105,750 gsf 1.00 105,750
316 SUBTOTAL 1,176,038 317
318 TOTAL - INTERIOR CONSTRUCTION $4,948,486
319
320
321 C20 STAIRCASES322
323 C2010 STAIR CONSTRUCTION324
325 55000 New stairs; complete 3 flt 45,000.00 135,000
325 55000 Learning stair 1 ls 250,000.00 250,000
326 55000 Platform steps 1 ls 5,000.00 5,000
327 55000 Stairs; upgrade existing railings for ADA 1 flt 10,000.00 10,000
328 SUBTOTAL 400,000 329
330 C2020 STAIR FINISHES331
332 90007 Finishes complete 3 flt 7,300.00 21,900
333 SUBTOTAL 21,900 334
335 TOTAL - STAIRCASES $421,900
336
337
338 C30 INTERIOR FINISHES
339
340 C3010 WALL FINISHES341
342 102601 Paint to walls 170,865 sf 0.90 153,779
343 102601 Wood paneling at proscenium 600 sf 80.00 48,000
344 102601 CT to corridor walls; 4FT H 10,108 sf 30.00 303,240
345 102601 CT to toilet walls 8,806 sf 30.00 264,180
346 102601 CT to stair walls 8,505 sf 30.00 255,150
347 102601 Porcelain tile wainscot in cafeteria; 84" H 1,085 sf 30.00 32,550
348 102601 Acoustic panels at music rooms 615 sf 35.00 21,525
349 SUBTOTAL 1,078,424 350
351 C3020 FLOOR FINISHES352353354 090002 HD Linoleum; Typical spaces 80,817 sf 8.00 646,536
355 090002 Ceramic floor to toilets 4,313 sf 30.00 129,390
356 090002 Carpet 4,758 sf 6.70 31,879
357 090002 Quarry Tile 1,875 sf 34.00 63,750
358 090002 HD linoleum flooring at cafeteria 3,700 sf 8.00 29,600
359 090002 Maple athletic flooring in gymnasium 4,000 sf 24.00 96,000
360 090002 Platform flooring 1,000 sf 28.00 28,000
361 SUBTOTAL 1,025,155
362
363 C3030 CEILING FINISHES
364
365 090003 ACT ceilings; 2 x 2 fiberglass 4,200 sf 9.00 37,800
366 090003 Wood look ceilings 1,500 sf 45.00 67,500
367 090003 Ceilings in band + practice rooms 1,800 sf 12.00 21,600
368 090003 Clean room ceilings 6,188 sf 10.00 61,880
369 090003 Curved corrugated clouds at platform 1,000 sf 65.00 65,000
370 090003 GWB ceilings; painted 4,711 sf 16.00 75,376
Amherst Elementary School PSR 6.1.22 FINAL Page 47 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
371 090003 GWB soffits at classrooms; painted 2,200 sf 22.00 48,400
372 090003 Miscellaneous soffits/GWB 1 ls 50,000.00 50,000
373 090003 Paint exposed structure 4,000 sf 3.00 12,000
374 090003 ACT ceilings; Typical spaces 77,064 sf 9.00 693,576
375 SUBTOTAL 1,133,132
376
377 TOTAL - INTERIOR FINISHES $3,236,711
378
379
380 D10 CONVEYING SYSTEMS381
382 D1010 ELEVATOR
383
384 142000 ELEVATOR
385 142400 New two stop elevator; traction 1 ls 200,000.00 200,000
386 142400
387 SUBTOTAL 200,000
388
389 TOTAL - CONVEYING SYSTEMS $200,000
390
391
392 D20 PLUMBING
393
394 D20 PLUMBING, GENERALLY
395 Equipment
396 Electric domestic HW heater 2 ea 35,000.00 70,000
397 Plumbing equipment 105,750 gsf 2.00 211,500
398 Plumbing Fixtures & Specialties
399 Miscellaneous plumbing fixtures 105,750 gsf 3.00 317,250
400 Domestic Water Type L Copper Pipe
401 Domestic water pipe with fittings & hangers 105,750 gsf 5.00 528,750
402 Domestic water pipe insulation 105,750 gsf 2.50 264,375
403 Sanitary Waste And Vent Pipe w/ Hangers
404 Sanitary waste pipe with fittings & hangers 105,750 gsf 3.50 370,125
405 Kitchen waste pipe with fittings & hangers 105,750 gsf 0.35 37,013
406 Storm Drainage, Hubless Cast Iron Pipe
407 Storm water pipe with fittings & hangers 105,750 gsf 3.00 317,250
408 Miscellaneous
409 Coordination & BIM 1 ls 100,000.00 100,000
410 Coring, sleeves & firestopping 1 ls 8,000.00 8,000
411 Testing and sterilization 1 ls 5,000.00 5,000
412 Fees & permits 1 ls 20,000.00 20,000
413 SUBTOTAL 2,249,263
414
415 TOTAL - PLUMBING $2,249,263
416
417
418 D30 HVAC
419
420 D30 HVAC, GENERALLY421 Ground Source Heat Pump System 105,750 gsf 68.00 7,191,000
422 Allowance for geothermal wells; 80 Wells 1 ls 2,800,000.00 2,800,000
423 SUBTOTAL 9,991,000
424
425 TOTAL - HVAC $9,991,000
426
427
428 D40 FIRE PROTECTION
429
430 D40 FIRE PROTECTION, GENERALLY
431 Fire pump not required
432 Wet system complete 105,750 gsf 6.00 634,500
433 210000 SUBTOTAL 634,500
Amherst Elementary School PSR 6.1.22 FINAL Page 48 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
434
435 TOTAL - FIRE PROTECTION $634,500
436
437
438 D50 ELECTRICAL
439
440 D5010 SERVICE & DISTRIBUTION
441 260000 Gear & Distribution
442 Normal Power
443 4000A 480/277V switchboard 1 ea 160,000.00 160,000
444 Submeters 1 ls 50,000.00 50,000
445 Associated transformers, panelboards and feeders 105,750 gsf 3.50 370,125
446 Emergency power
447 500KW diesel emergency generator and associated gear and
distribution
1 ls 250,000.00 250,000
448 Associated ATS's, transformers, panelboards and feeders 105,750 gsf 2.00 211,500
449 Photovoltaic System
450 Infrastructure for system 1 ls 20,000.00 20,000
451 PV on roof + canopy; 768 kW 1 ls 1,920,000 1,920,000
452 Uninterruptible Power Supply
453 UPS system NIC
454 Equipment Wiring feeds and connection
455 Misc. mechanical and plumbing equipment feed and connections 105,750 gsf 3.50 370,125
456 Gymnasium equipment feeds and connections 1 ls 15,000.00 15,000
457 kitchen equipment feeds and connections 1 ls 25,000.00 25,000
458 260000 SUBTOTAL 3,391,750
459 260000
460 260000 D5020 LIGHTING & POWER
461 260000 Lighting & Branch Power
462 260000 Lighting (fixtures + install) includes lighting circuitry 105,750 gsf 10.00 1,057,500
463 260000 Lighting controls
464 260000 Networked lighting control system 105,750 gsf 1.50 158,625
465 260000 Branch devices
466 260000 Receptacles/device boxes + wiring 105,750 gsf 4.00 423,000
467 260000 SUBTOTAL 1,639,125
468 260000
469 260000 D5030 COMMUNICATION & SECURITY SYSTEMS
470 260000 Technology Systems
471 260000 Procured & installed during the Equipment Phase (FF&E)
472 260000 Instructional Video Presentation Equipment FF&E
473 260000 Computer Network Equipment FF&E
474 260000 Computer carts & lockers FF&E
475 260000 Network copier/printer equipment FF&E
476 260000 Portable Video presentation system FF&E
477 260000 Cafeteria POS equipment FF&E
478 260000 Visitor management system FF&E
479 260000 Short throw projectors including cabling FF&E
480 260000 Telecommunications - Voice/Data Structured Cabling System
481 Network switches, routers, firewalls, servers, VOIP, etc 1 ls FF&E
482 Telcom devices, cabling and rough-in 105,750 gsf 3.50 370,125
483 260000 Digital Signage System
484 260000 Digital Signage System 105,750 gsf 0.50 52,875
485 260000 Flat panel display; 4 screens Included above
486 260000 Magic info messaging software Included above
487 260000 Digital site signage system rough-in and cabling Included above
488 260000 Fire Alarm
489 FA system 105,750 gsf 2.50 264,375
490 Mass Notification 105,750 gsf 0.50 52,875
491 Temporary fire alarm system 105,750 gsf 0.25 26,438
492 260000 Distribution Antennae System
493 260000 BDA/DAS system, allow 105,750 gsf 0.75 79,313
Amherst Elementary School PSR 6.1.22 FINAL Page 49 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
494 260000 BDA annunciator Included above
495 260000 Splitter Included above
496 260000 Police/Fire/School panels Included above
497 260000 Lightning & surge protection unit Included above
498 260000 Rough-in Included above
499 260000 Distributed Communication - Public Address System + Clock system
500 260000 Complete package 105,750 gsf 1.50 158,625
501 Classroom Audio (Speech amplification)
502 260000 Speech amplification 45 rms 3,500.00 157,500
503 260000 Audio Visual Systems
504 260000 General building AV equipment By Owner
505 260000 Rough-in 105,750 gsf 0.75 79,313
506 260000 Gymnasium sound system, allow 1 ls 15,000.00 15,000
507 260000 Cafeteria sound system, allow 1 ls 20,000.00 20,000
508 260000 Cafeteria Projector 1 ls 25,000.00 25,000
509 260000 Music Room 1 ls 10,000.00 10,000
510 Cafetorium
511 Stage lighting and dimming package, allow 1 ls 75,000.00 75,000
512 260000 Video Management - CCTV System
513 260000 Head end + cameras 105,750 gsf 3.00 317,250
514 260000 Access Control- Intrusion Alarm
515 260000 Head end + devices 105,750 gsf 1.50 158,625
516 260000 SUBTOTAL 1,862,314
517 260000
518 260000 D5040 OTHER ELECTRICAL SYSTEMS
519 260000 Common Work Results
520 Lightning Protection 56,033 sf 0.50 28,017
521 Demolition work 1 ls 35,000.00 35,000
522 Temp power and lights 1 ls 85,000.00 85,000523 Coordination study 1 ls 5,000.00 5,000
524 Coordination, BIM 1 ls 96,000.00 96,000
525 Permits and fees 1 ls 70,000.00 70,000
526 260000 SUBTOTAL 319,017
527
528 TOTAL - ELECTRICAL $7,212,206
529
530
531 E10 EQUIPMENT
532
533 E10 EQUIPMENT, GENERALLY
534
535536 113100 APPLIANCES
537 113100 Residential appliances; allowance 1 ls 16,000.00 16,000
538
539 114000 FOODSERVICE EQUIPMENT
540 114000 Kitchen equipment 1 ls 750,000.00 750,000
541
542 115213 PROJECTION SCREENS
543 115213 Projection screen - 12' wide; cafeteria, stage 2 ea 8,000.00 16,000
544
545 116200 THEATRE EQUIPMENT
546 116200 Curtain and rigging 1 ls 30,000.00 30,000
547 116200
548
549 116600 ATHLETIC EQUIPMENT
550 116600 Gym, PT and De-esc wall pads; bleachers, basketball backstops etc. 1 ls 160,000.00 160,000
551 SUBTOTAL 972,000 552
Amherst Elementary School PSR 6.1.22 FINAL Page 50 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITE - NEW TWO STORY OPTION 3
553 TOTAL - EQUIPMENT $972,000
554
555
556 E20 FURNISHINGS
557
558 E2010 FIXED FURNISHINGS
559
560 122100 WINDOW TREATMENT
561 122100 Shades complete 11,445 sf 8.00 91,560
562
563 123000 CASEWORK
564 123000 Miscellaneous casework 1 ls 1,500,000.00 1,500,000
565 SUBTOTAL 1,591,560 566
567 E2020 MOVABLE FURNISHINGS568 All movable furnishings to be provided and installed by owner
569 SUBTOTAL NIC 570
571 TOTAL - FURNISHINGS $1,591,560
572
573
574 F10 SPECIAL CONSTRUCTION
575
576 F10 SPECIAL CONSTRUCTION577 SUBTOTAL - 578
579 TOTAL - SPECIAL CONSTRUCTION
580
581
582 F20 SELECTIVE BUILDING DEMOLITION
583
584 F2010 BUILDING ELEMENTS DEMOLITION585 SUBTOTAL - 586
587 F2020 HAZARDOUS COMPONENTS ABATEMENT588 02121 See main summary for HazMat allowance See Summary
589 SUBTOTAL590
591 TOTAL - SELECTIVE BUILDING DEMOLITION
TRADE SUBTOTAL $48,574,636
Amherst Elementary School PSR 6.1.22 FINAL Page 51 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW TWO STORY OPTION 3
1 G SITEWORK 880,000 sf -
2
3 G10 SITE PREPARATION & DEMOLITION4
311000 GENERAL CONDITIONS 5 311000 6' high site construction fence 4,371 lf 20.00 87,420
6 311000 Site construction fence gates and entrance - assume 1 loc 15,000.00 15,000
7 311000 Mobilizations 1 ea 50,000.00 50,000
8 311000 Temp laydown areas 1 acres 10,000.00 10,000
9 311000 Temporary construction signs 1 ls 5,000.00 5,000
10 311000 Layout/As-builts/Survey 1 ls 15,000.00 15,000
11311000 PHASING
12 312000 Allowance for phasing/logistics 1 ls 250,000.00 NR
13311000 SITE DEMOLITION AND RELOCATIONS
14 311000 Pulverize pavement for reuse 11,111 sy 9.00 99,999
15 311000 Stockpile pulverized material for reuse 1,852 cy 2.50 4,630
16 311000 Demolish existing concrete walk 20,000 sf 1.50 30,000
17 311000 Miscellaneous site demolition; furnishings, concrete pads,
signs etc
1 ls 100,000.00 100,000
18311000 UTILITY DEMOLITION
19 311000 Demolish existing utility lines 500 lf 25.00 12,500
20 311000 Demolish existing utility structures 1 ea 500.00 500
21 311000 Cut/cap utility lines 1 ls 30,000.00 30,000
22
23 311000
24312000 EROSION & SEDIMENT CONTROL
25 312000 Silt Fence; installation and removal 4,371 lf 12.00 52,452
26 312000 Street sweeping & dust control allowance 1 ls 35,000.00 35,000
27 312000 Erosion Control monitoring & maintenance 1 ls 25,000.00 25,000
28 SUBTOTAL 572,501
29
30312000 SITE EARTHWORK
31 312000 Site Earthwork
32 312000 Cut and fills; allowance 15,775 cy 10.00 157,750
33 312000 Cut and dispose 30,000 cy 30.00 900,000
33 312000 Excavate and dispose for compensatory story; assume 2 ft 4,148 cy 36.00 149,328
34 312000 Fill Req. to raise site 425,926 sf
35 312000 Fill - imported to raise paving and fields 1ft 15,775 cy 28.00 441,700
36 312000 Sub grade establishment and fine grading 47,325 sy 3.25 153,806
37
38312000 HAZARDOUS MATERIALS
39 312000 None included Excluded
40 SUBTOTAL 1,802,584
41
42 G20 SITE IMPROVEMENTS
47320000 ROADWAYS AND PARKING LOTS
48 Asphalt Paving; parking lots and roadway 153,058 sf
49 312000 gravel base; 12" thick 5,669 cy 45.00 255,105
50 320000 asphalt top; 1.5" thick 1,463 tns 220.00 321,860
51 320000 asphalt binder; 2" thick 1,955 tns 190.00 371,450
52 320000 Geosynthetic reinforcing grid 153,058 sf 0.95 145,405
53 320000 CURBING
54 320000 Vertical granite curb 7,460 lf 48.00 358,080
55 320000 ADA Curb cuts - assume 5 ea 850.00 4,250
56 320000 ROAD MARKINGS AND SIGNS
57 320000 Sign allowance 1 ls 30,000.00 30,000
Amherst Elementary School PSR 6.1.22 FINAL Page 52 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW TWO STORY OPTION 358 320000 Pavement markings allowance 1 ls 20,000.00 20,000
59 320000 Crosswalk hatching - allowance 2 loc 2,500.00 5,000
60 320000 SUBTOTAL 1,511,150
61
62 320000 PEDESTRIAN PAVING
63 Allowance for pedestrian walks; Concrete 25,453 sf
64 312000 gravel base; 8" thick 632 cy 45.00 28,440
65 320000 Concrete slab paving; 4" thick 25,453 sf 12.00 305,436
66 Allowance for pedestrian walks; Concrete, colored (changed to
regular)
14,600 sf
67 312000 gravel base; 8" thick 362 cy 45.00 16,290
68 320000 Concrete slab paving; 4" thick colored 14,600 sf 12.00 175,200
69 Allowance for pedestrian paving; Bit Conc with colored surface 34,700 sf
70 312000 gravel base; 8" thick 861 cy 45.00 38,745
71 320000 Asphalt paving 3,856 sy 32.00 123,392
72 320000 Premium for colored surface 34,700 sf 2.25 78,075
73 Allowance for pedestrian paving; Bit Conc 12,865 sf
74 312000 gravel base; 8" thick 319 cy 45.00 14,355
75 320000 Asphalt paving 1,429 sy 32.00 45,728
76 SUBTOTAL 825,661
77
78 320000 SITE IMPROVEMENTS
79 320000 SITE FURNISHINGS
80 320000 Outdoor classroom - equipment and site furnishings 1 ls 75,000.00 75,000
81 320000 Flag poles 2 loc 8,000.00 16,000
82 320000 Benches; stainless steel 20 loc 3,000.00 60,000
83 320000 Benches; concrete 14 loc 5,000.00 70,000
84 320000 Bollards; stainless steel, includes base 40 loc 2,900.00 116,000
85 320000 Bollards; standard 20 loc 1,600.00 32,000
86 320000 Bicycle racks 50 loc 1,500.00 75,000
87 320000 Recycling/trash 3 loc 2,800.00 8,400
88 320000 PLAY AREAS
89 Playground - pour-in-place safety surfacing - assume 18,767 sf
90 320000 gravel base; 8" thick 466 cy 45.00 20,970
91 320000 Pour-in-place safety surface 18,767 sf 32.00 600,544
92 320000 Edging 787 lf 45.00 35,415
93 320000 Allowance for play equipment 1 ls 400,000.00 400,000
94 320000 FENCING
95 320000 Allowance for fencing at fields 2,150 lf 65.00 139,750
96
97 Allowance for baseball backstop, bases, benches etc. 1 ls 75,000.00 75,000
171 51200 Canopy for PV system 10,700 sf 24.00 256,800
98
99 SUBTOTAL 1,980,879
100
101
102 329900 SITE WALLS
103 330000 Allowance for seat walls 1 ls 50,000.00 50,000
104 SUBTOTAL 50,000
105
106 Landscaping
107 320000 ATHLETIC LANDSCAPING; Multi-Purpose Field 47,250 sf
Amherst Elementary School PSR 6.1.22 FINAL Page 53 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW TWO STORY OPTION 3108 329000 Topsoil - imported 12" thick 1,750 cy 70.00 122,500
109 329000 Drainage base 12" 1,750 cy 42.00 73,500
110 329000 Fine grade 47,250 sf 0.20 9,450
111 329000 Seeding 47,250 sf 0.75 35,438
112 329000 Flat drains 47,250 sf 1.00 47,250
113 329000 Irrigation 47,250 sf 1.25 59,063
114 Softball Field 0 sf
115 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
116 329000 Drainage base 12" 0 cy 42.00 NR
117 329000 Fine grade 0 sf 0.20 NR
118 329000 Seeding 0 sf 0.75 NR
119 329000 Irrigation 0 sf 1.25 NR
120 329000 Flat drains 0 sf 1.00 NR
121 329000 Infield mix 200 tn 225.00 NR
122 Baseball Field 138,000 sf
123 329000 Topsoil - imported 12" thick 5,111 cy 70.00 357,770
124 329000 Drainage base 12" 5,111 cy 42.00 214,662
125 329000 Fine grade 138,000 sf 0.20 27,600
126 329000 Seeding 138,000 sf 0.75 103,500
127 329000 Irrigation 138,000 sf 1.25 172,500
128 329000 Flat drains 138,000 sf 1.00 138,000
129 329000 Infield mix 225 tn 225.00 50,625
130 329900 LAWN AND SEED
131 329900 Topsoil - reuse existing 7,024 cy 26.00 182,624
132 329900 Soil and mulch at planting areas; 18" thick 3,222 cy 70.00 225,540
133 329900 Allowance for loam and seed allowance 379,274 sf 0.35 132,746
133 329900 Garden allowance 1 ls 40,000.00 40,000
134 329900 Bioswale/Raingarden seed mix 47,711 sf 0.55 26,241
135 329900 TREES
136 329900 Trees; 3-1/2" Cal 100 ea 2,000.00 200,000
137 329900 SHRUBS
138 329900 Allowance for shrubs in courtyard 8,000 sf 8.00 NR
139 329900 Allowance for shrubs 50,000 sf 8.00 400,000
140 SUBTOTAL 2,619,009
141
142 G30 CIVIL MECHANICAL UTILITIES
143210000 FIRE + WATER
144 210000 12" CLDI 650 lf 150.00 97,500
145 210000 8" CLDI 150 lf 90.00 13,500
146 210000 Fire department connection 1 ea 2,500.00 2,500
147 331000 Connect to existing water line; 12 live tap 1 ea 20,000.00 20,000
148 SUBTOTAL 133,500
148
149333000 SANITARY SEWER
150 333000 8" PVC 650 lf 60.00 39,000
151 333000 Replace duplex ejector/lift station 1 ea 75,000.00 75,000
152 333000 SMH 3 ea 4,500.00 13,500
153 333000 Grease trap - assumed 4,000 gal. 1 ea 10,000.00 10,000
154 333000 Connect to existing structure (inside site) 1 ea 5,000.00 5,000
155 SUBTOTAL 142,500
156
157334000 STORM DRAINAGE
158 334000 Allowance for stormwater piping, structures, WQS + OCS etc. 153,058 sf 6.00 918,348
159334000 SURFACE DRAINAGE SYSTEMS
Amherst Elementary School PSR 6.1.22 FINAL Page 54 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW TWO STORY OPTION 3160 Bio retention - profile below assumed 47,711 sf
161 312000 shape basins 47,711 sf 2.50 119,278
162 320000 mulch 442 cy 50.00 22,100
163 320000 24" Planting soil mix 3,534 cy 60.00 212,040
164 320000 12" Sand 1,767 cy 40.00 70,680
165 320000 4" Double washed pea stone 583 cy 50.00 29,150
166 334000 4" PVC pipe; allowance 100 lf 40.00 4,000
167 334000 12" Pipe bedding 1,767 cy 40.00 70,680
168334000 SUBSURFACE DRAINAGE SYSTEMS
169 334000 Underground infiltration system NR
170 SUBTOTAL 1,446,276 171
172173 330000 Gas service
174 330000 E&B trench for new gas pipe 650 lf 25.00 16,250
175 SUBTOTAL 16,250 176
177
178 G40 ELECTRICAL UTILITIES179 Site Civil for Electrical
180 Concrete:
181 Primary duct bank (allow) 650 lf 30.00 19,500
182 Secondary duct bank 60 lf 40.00 2,400
183 Generator duct bank 60 lf 20.00 1,200
184 Communications duct bank 650 lf 20.00 13,000
185 Transformer pad 1 ea 2,000.00 2,000
186 Generator pad 1 ea 2,000.00 2,000
187 Excavation & Backfill:
188 Primary duct bank 650 lf 30.00 19,500
189 Secondary duct bank 60 lf 28.00 1,680
190 Generator duct bank 60 lf 22.00 1,320
191 Communications duct bank 650 lf 22.00 14,300
192 Power
193 Utility company back charges (allow) 1 ls By Owner
194 New manhole 1 ea 8,500.00 8,500
195 Utility company pad mounted transformer Utility co.
196 Primary duct bank 2-4" empty conduit 650 lf 40.00 26,000
197 4000A Secondary duct bank, allow 60 lf 1,470.00 88,200
198 2000A and 100A Generator duct bank, allow 60 lf 1,025.00 61,500
199 Communications , allow
200 Utility company back charges (allow) 1 ls By Owner
201 Telecom duct bank 4-4" conduits 650 lf 80.00 52,000
202 New manhole 1 ea 8,500.00 8,500
Amherst Elementary School PSR 6.1.22 FINAL Page 55 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
FORT RIVER SITEWORK - NEW TWO STORY OPTION 3203 Site Lighting
204 Site lighting and circuitry; 25 ft Poles lights 22 ea 5,500.00 121,000
205 Site lighting and circuitry; 12 ft Poles lights pedestrian 43 ea 3,000.00 129,000
206 Site Security , allow
207 Pole cameras and circuitry 1 ls 25,000.00 25,000
208 EV Charging Stations (allow)
209 40A VCS feed and controls (allow) 4 loc 8,500.00 34,000
210 SUBTOTAL 630,600 211
TOTAL - SITE DEVELOPMENT OPTION 3 $11,730,910
Amherst Elementary School PSR 6.1.22 FINAL Page 56 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
GROSS FLOOR AREA CALCULATION1
2
3 First Floor NEW 39,9234 First Floor RENO 38,1855 Second Floor NEW 29,8926
7
8
9 TOTAL GROSS FLOOR AREA (GFA) 108,000 sf
10
11
12
13 A1010 STANDARD FOUNDATIONS
14
15 NEW ADDITION
16 033000 CONCRETE
17 Strip Footings 70 CY $803 /cy
18 Foundation Walls 159 CY $1,253 /cy
19 Spread Footings 277 CY $814 /cy
20 Grade beams 19 CY $1,538 /cy
21 Piers 209 CY $698 /cy
22
23 Total Foundation Concrete 734 CY
24 Strip footing; allow 28" x 12"
25 033000 Formwork 1,540 sf 14.00 21,560
26 033000 Re-bar 7,700 lbs. 2.00 15,400
27 033000 Concrete material 70 cy 155.00 10,850
28 033000 Placing concrete 70 cy 120.00 8,400
29 033000 Foundation wall; 16" thick
30 033000 Formwork 6,160 sf 20.00 123,200
31 033000 Re-bar 12,320 lbs. 2.00 24,640
32 033000 Concrete material 159 cy 155.00 24,645
33 033000 Placing concrete 159 cy 120.00 19,080
34 033000 Form shelf 770 lf 10.00 7,700
35 033000 Spread Footings; 8'x8'x24"
36 033000 Formwork 2,560 sf 18.00 46,080
37 033000 Re-bar 22,400 lbs. 2.00 44,800
38 033000 Concrete material 199 cy 155.00 30,845
39 033000 Placing concrete 199 cy 120.00 23,880
40 033000 Set anchor bolts grout plates 40 ea 150.00 6,000
41 033000 Spread Footings; 5.5'x5.5'x18"
42 033000 Formwork 1,452 sf 18.00 26,136
43 033000 Re-bar 9,900 lbs. 2.00 19,800
44 033000 Concrete material 78 cy 155.00 12,090
45 033000 Placing concrete 78 cy 120.00 9,360
46 033000 Set anchor bolts grout plates 44 ea 150.00 6,600
47 033000 Grade beams at braced frames, allow
48 033000 Formwork 480 sf 15.00 7,200
49 033000 Re-bar 8,400 lbs. 2.00 16,800
50 033000 Concrete material 19 cy 155.00 2,945
51 033000 Placing concrete 19 cy 120.00 2,280
52 033000 Piers/Pilasters
53 033000 Formwork 2,117 sf 22.00 46,574
54 033000 Re-bar 20,900 lbs 2.00 41,800
55 033000 Concrete material, 4000psi 209 cy 155.00 32,395
56 033000 Placing concrete 209 cy 120.00 25,080
57
58 Elevator pit 1 loc 35,000.00 35,000
59 Foundations against existing building 247 lf 330.00 81,510
6061 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
62 070001 Waterproofing at foundation walls 3,080 sf 4.00 12,320
Amherst Elementary School PSR 6.1.22 FINAL Page 57 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
63 070001 Crystalline waterproofing at elevator pits 720 sf 15.00 10,800
6465 072100 THERMAL INSULATION
66 072100 2" Insulation at foundation walls 3,080 sf 2.75 8,470
6768 312000 EARTHWORK
69 Strip footings/Fdn wall
70 310000 Excavation 684 cy 10.00 6,840
71 310000 Remove off-site 684 cy 32.00 21,888
72 310000 Backfill with imported material 614 cy 38.00 23,332
73 310000 Spread footings/Grade beams
74 310000 Excavation 933 cy 10.00 9,330
75 310000 Remove off-site 933 cy 32.00 29,856
76 310000 Backfill with imported material 637 cy 38.00 24,206
77 310000 Miscellaneous
78 310000 Gravel fill beneath footings, 12" 75 cy 40.00 3,000
79 310000 Perimeter drain 770 lf 25.00 19,250
80 310000 Temporary dewatering for foundation work 1 ls 50,000.00 50,000
81
82 RENOVATION
83 033000 Repair existing foundations walls; cracks + chips 1 ls 30,000.00 30,000
84 SUBTOTAL 1,021,942
85
86 A1020 SPECIAL FOUNDATIONS
87 Allowance for aggregate piers under new addition 39,923 sf 18.00 718,61488 SUBTOTAL 718,614
89
90 A1030 LOWEST FLOOR CONSTRUCTION
91
92 NEW ADDITION
93
94 033000 CONCRETE
95 slab on grade 39,923 sf
96 033000 VB at slab on grade 39,923 sf 1.25 49,904
97 033000 Rebars; #4 bars at 12" O.C. 139,731 lbs 2.00 279,462
98 033000 Concrete - 6" thick 776 cy 155.00 120,280
99 033000 Barrier One Admixture 776 cy Assumed Not Required
100 033000 Placing concrete 776 cy 90.00 69,840
101 033000 Finishing and curing concrete 39,923 sf 3.00 119,769
102 033000 Miscellaneous
103 033000 Equipment pads 1 ls 10,000.00 10,000
104 033000 Underslab drainage system 39,923 sf 3.00 NR
105106 072100 THERMAL INSULATION
107 72100 Slab insulation, 2" thick; perimeter only 3,080 sf 2.50 7,700
108109 312000 EARTHWORK
110 Building
111 310000 Raise grades with import structural fill - 24" 2,957 cy 38.00 NR
112 310000 Gravel base, 8" 2,957 cy 40.00 118,280
113 310000 Compact existing sub-grade 39,923 sf 1.00 39,923
114 310000 Under slab E&B for plumbing 39,923 sf 1.50 59,885
115
116 RENOVATION
117 slab on grade; Existing To Remain 38,185 sf
118 033000 VB at slab on grade 38,185 sf 1.25 NR
119 033000 Rebars; #4 bars at 12" O.C. 133,648 lbs 2.00 NR
120 033000 Concrete - 6" thick 742 cy 155.00 NR
121 033000 Barrier One Admixture 742 cy NR
122 033000 Placing concrete 742 cy 90.00 NR
123 033000 Patch + Repair existing slabs 38,185 sf 3.00 114,555
Amherst Elementary School PSR 6.1.22 FINAL Page 58 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
124 033000 Miscellaneous
125 033000 Allowance for ramps to make 1ft difference in levels between new and
renovated areas
1 ls 75,000.00 75,000
126 033000 Equipment pads 1 ls 10,000.00 10,000
127 033000 Underslab drainage system 38,185 sf 3.00 114,555
128129 072100 THERMAL INSULATION
130 72100 Slab insulation, 2" thick 38,185 sf 2.50 NR
131132 312000 EARTHWORK
133 Building
134 310000 Raise grades with import structural fill - 12" 1,414 cy 38.00 53,732
135 310000 Gravel base, 8" 1,414 cy 40.00 56,560
136 310000 Compact existing sub-grade 38,185 sf 1.00 38,185
137 310000 Under slab E&B for plumbing 38,185 sf 1.50 57,278
138 SUBTOTAL 1,394,908
139
140 TOTAL - FOUNDATIONS $3,135,464
141
142
143 A20 BASEMENT CONSTRUCTION
144
145 A2010 BASEMENT EXCAVATION
146 No Work in this section
147 SUBTOTAL -
148
149 A2020 BASEMENT WALLS
150 No Work in this section
151 SUBTOTAL -
152
153 TOTAL - BASEMENT CONSTRUCTION
154
155
156 B10 SUPERSTRUCTURE
157
158 B1010 FLOOR CONSTRUCTION
159
160 NEW ADDITION
161
162 13.5 lbs/sf
163 471 tns
164 $6,023 $/Ton
165 033000 CONCRETE
166 33000 WWF reinforcement 34,376 sf 1.50 51,564
167 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
532 cy 145.00 77,140
168 33000 Concrete Fill for deflection; 3/4" 87 cy 145.00 12,615
169 33000 Place and finish concrete 29,892 sf 3.50 104,622
170 33000 Rebar to decks 8,968 lbs 2.00 17,936
171172 051200 STRUCTURAL STEEL FRAMING
173 51200 Steel floor framing, columns and lateral bracing;
174 51200 Floor framing 13.5 lbs/sf 202 tns 4,800.00 969,600
175 51200 Premium for AESS steel NIC
176 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
177 51200 Shear studs 7,473 ea 3.50 26,156
178 51200 3" metal floor deck 29,892 sf 6.50 194,298
179 79513
180181 078100 FIREPROOFING/FIRESTOPPING
182 78100 Allowance for shafts + stairs 1 ls 20,000.00 20,000
183 78100 Fire proofing to columns and beams; 2 hr 29,892 sf 2.75 NR
Amherst Elementary School PSR 6.1.22 FINAL Page 59 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
184 SUBTOTAL 1,473,931
185
186 B1020 ROOF CONSTRUCTION187
188 NEW ADDITION
189
190 033000 CONCRETE - underneath RTU's
191 33000 WWF reinforcement 5,750 sf 1.50 8,625
192 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
745 cy 145.00 108,025
193 33000 Place and finish concrete 5,000 sf 3.50 17,500
194 33000
195196 051200 STRUCTURAL STEEL FRAMING
197 51200 Steel floor framing, columns and lateral bracing;
198 51200 Floor framing 13.50 lbs/sf at typical roof 269 tns 4,800.00 1,291,200
199 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
200 51200 Shear studs 9,981 ea 3.50 34,934
201 51200 1-1/2" metal floor deck at typical roof 39,923 sf 5.50 219,577
202 51200 HSS support framing at roof screen 14 tns 5,500.00 77,000
203 51200 Premium for 3" acoustic deck at gymnasium 4,000 sf 6.00 24,000
102 79513
103
104 078100 FIREPROOFING/FIRESTOPPING
105 078100 Fireproofing to roof deck and structure 39,923 sf 3.00 NR
106
107 RENOVATION
108 033000 Seismic upgrades 38,185 sf 12.00 458,220
109 033000 Reinforce roof for HVAC units + 35 psf snow loading 38,185 sf 10.00 381,850
110 SUBTOTAL 2,620,931
111
112 TOTAL - SUPERSTRUCTURE $4,094,862
113
114
115 B20 EXTERIOR CLOSURE 31,056 sf
116
117 B2010 EXTERIOR WALLS; 77% 23,913 sf
118
119 NEW ADDITION
120
121 040001 MASONRY; 80% of Solid
122 040001 Ground face veneer/brick alternating courses to second floor level 11,541 sf 39.00 450,099
123 040001 Brick veneer; modular brick 7,589 sf 44.00 333,916
124 040001 Precast trim 19,130 sf 2.00 38,260
125 040001 Staging/Lifts to exterior wall Included
126
127 055000 MISCELLANOUS METALS
128 055000 Miscellaneous metals to exterior; lintels, angles etc. 19,130 sf 1.00 19,130
129
130 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
131 070001 Air barrier 23,913 sf 7.50 179,348
132 070001 Air barrier/flashing at windows 2,381 lf 6.25 14,881
133 070001 Miscellaneous sealants to closure 23,913 sf 0.50 11,957
134
135 072100 THERMAL INSULATION
136 072100 Mineral wool insulation; 3" Thermax 23,913 sf 5.21 124,587
137 072100 Spray insulation; 1" 23,913 sf 2.00 47,826
138 072100 Insulation at window openings 2,381 lf 6.00 14,286
139
140 074213 WALL PANELS; 20% of solid
Amherst Elementary School PSR 6.1.22 FINAL Page 60 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
141 074213 Alucabond metal panels: 10% 2,391 sf 80.00 191,280
142 074213 Porcelain panel rainscreen panels: 10% 2,391 sf 95.00 227,145
143 074213 Roof screen; allow 300 LF x 10ft H 3,000 sf 70.00 210,000
144
145 092900 GYPSUM BOARD ASSEMBLIES
146 092900 6" metal stud backup 23,913 sf 12.00 286,956
147 092900 Gypsum Sheathing 23,913 sf 3.75 89,674
148 092900 Drywall lining to interior face of stud backup 23,913 sf 4.00 95,652
149
150 101400 SIGNAGE
151 101400 Signage 1 ls 10,000.00 10,000
152
153 RENOVATION 22,128 sf
154 Solid 77% 17,039 sf
155 040001 MASONRY
156 040001 Brick veneer; repointing/cleaning; 10% 1,704 sf 38.00 64,752
157 040001 Staging/Lifts to exterior wall Included
158
159 055000 MISCELLANOUS METALS
160 055000 Miscellaneous metals to exterior; lintels, angles etc. 1 ls 40,000.00 40,000
161
162 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
163 070001 Air barrier sf 7.50 ETR
164 070001 Air barrier/flashing at windows lf 6.25 ETR
165 070001 Miscellaneous sealants to closure 17,039 sf 0.50 8,520
166
167 072100 THERMAL INSULATION
168 072100 Spray insulation 17,039 sf 4.00 68,156
169 072100 Insulation at window openings lf 6.00 ETR
170
171 092900 GYPSUM BOARD ASSEMBLIES
172 092900 3" metal stud backup 17,039 sf 6.00 102,234
173 092900 Drywall lining to interior face of stud backup 17,039 sf 4.00 68,156
174
175 SUBTOTAL 2,696,815
176
177 B2020 WINDOWS; 23% 7,143 sf178
179 NEW ADDITION
180
181 092900 GYPSUM BOARD ASSEMBLIES
182 092900 Wood blocking at openings 2,381 lf 14.00 33,334
183
184 079200 JOINT SEALANTS
185 070001 Backer rod & double sealant 2,381 lf 10.00 23,810
186
187 080001 METAL WINDOWS
188 080001 Windows, double-pane low-e insulated units 6,663 sf 115.00 766,245
189 080001 Curtainwall, double-pane low-e insulated units 480 sf 145.00 69,600
190 080001 Sun control at south facing classrooms 360 lf 240.00 86,400
191 080001 Premium for IG-8 School-guard; 25% of glazing NR
192
193 089100 LOUVERS
194 089100 Louvers 100 sf 85.00 8,500
195
196 RENOVATION 5,089 sf
197
198 092900 GYPSUM BOARD ASSEMBLIES
199 092900 Wood blocking at openings 1,696 lf 14.00 23,744
200
Amherst Elementary School PSR 6.1.22 FINAL Page 61 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
201 079200 JOINT SEALANTS
202 070001 Backer rod & double sealant 1,696 lf 10.00 16,960
203
204 080001 METAL WINDOWS
205 080001 Windows, double-pane low-e insulated units 5,089 sf 115.00 585,235
206
207 SUBTOTAL 1,613,828
208
209 B2030 EXTERIOR DOORS210
211 090007 Exterior door allowance 108,000 gsf 1.00 108,000
212 SUBTOTAL 108,000 213
214 TOTAL - EXTERIOR CLOSURE $4,418,643
215
216
217 B30 ROOFING
218
219 B3010 ROOF COVERINGS220
221 070002 PVC roofing membrane; (30 yr warranty), BOD Carlisle SureWeld,
80 mil; 11" insulation, includes all blocking, AVB, etc.
78,108 sf 35.00 2,733,780
222 070002 ACM metal fascia/soffits at new addition 1,171 lf 550.00 644,050
223 070002 Canopy; allowance 1,000 sf 120.00 120,000
224 123000 Demo roof 38,185 sf 4.00 152,740
225 SUBTOTAL 3,650,570 226
227 B3020 ROOF OPENINGS228
229 SUBTOTAL - 230
231 TOTAL - ROOFING $3,650,570
232
233
234 C10 INTERIOR CONSTRUCTION235
236 C1010 PARTITIONS
237
238 102213 GFCMU at gymnasium; 14ft H 3,570 sf 36.00 128,520
239 102213 8" CMU walls 2,925 sf 28.00 81,900
240 102213 8" CMU walls at elevator shaft 1,200 sf 35.00 42,000
241 102213 Partitions above GFCMU at gym; 8" stud + tectum with batt
insulation
3,825 sf 38.00 145,350
242 102213 Partitions ; Typical 6" stud, GWB ea side, insulation 2,325 sf 16.00 37,200
243 102213 Acoustic partitions 3,090 sf 28.00 86,520
244 102213 Acoustic operable partition in cafeteria 1,245 sf 90.00 112,050
245 102601 Premium for plywood backer + cement board 8,806 sf 7.50 66,045
246 102213 Corridor partitions 37,905 sf 19.50 739,148
247 102213 Classroom + other partitions 42,090 sf 16.00 673,440
248 102213 Miscellaneous partitions 108,000 gsf 5.00 540,000
249 102213 Interior glazing allowance 108,000 gsf 4.00 432,000
250 SUBTOTAL 3,084,173 251
252 C1020 INTERIOR DOORS253
254 090007 Interior doors; complete 108,000 gsf 6.70 723,600
255 SUBTOTAL 723,600 256
257 C1030 SPECIALTIES / MILLWORK
258
259 055000 MISCELLANEOUS METALS
260 055000 Expansion joint 247 lf 90.00 22,230
261 055000 Column covers 1 ls 20,000.00 20,000
262 055000 Miscellaneous metals complete 108,000 gsf 2.80 302,400
263
Amherst Elementary School PSR 6.1.22 FINAL Page 62 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
264 064100 FINISH CARPENTRY
265 064100 Millwork complete 108,000 gsf 2.35 253,800
266
267 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
268 070001 Miscellaneous sealants throughout building 108,000 gsf 1.00 108,000
269
270 101100 VISUAL DISPLAY SURFACES
271 101100 Marker boards/TB complete 108,000 gsf 1.60 172,800
272 101100 Interactive White Board projectors FF&E
273
274 101400 SIGNAGE
275 101400 Signage; complete package 108,000 gsf 0.80 86,400
276
277 102110 TOILET COMPARTMENTS + Accessories
278 102100 Toilet partitions/bathroom accessories 108,000 gsf 1.10 118,800
279
280 104400 FIRE PROTECTION SPECIALTIES
281 104400 Fire extinguisher cabinets 36 ea 350.00 12,600
282 104400 AED cabinets 3 ea 350.00 1,050
283
284 105113 LOCKERS
285 105000 Metal student lockers, gym lockers etc. 108,000 gsf 1.00 108,000
286 SUBTOTAL 1,206,080 287
288 TOTAL - INTERIOR CONSTRUCTION $5,013,853
289
290
291 C20 STAIRCASES292
293 C2010 STAIR CONSTRUCTION294
295 55000 New stairs; complete 3 flt 45,000.00 135,000
296 55000 Platform steps 1 ls 5,000.00 5,000
297 55000 Learning stair 1 ls 250,000.00 250,000
297 55000 Stairs; upgrade existing railings for ADA 1 flt 10,000.00 10,000
298 SUBTOTAL 400,000 299
300 C2020 STAIR FINISHES301
302 90007 Finishes complete 4 flt 7,300.00 29,200
303 SUBTOTAL 29,200 304
305 TOTAL - STAIRCASES $429,200
306
307
308 C30 INTERIOR FINISHES
309
310 C3010 WALL FINISHES311
312 102601 Paint to walls 170,865 sf 0.90 153,779
313 102601 Wood paneling at proscenium 600 sf 80.00 48,000
314 102601 CT to corridor walls; 4FT H 10,108 sf 30.00 303,240
315 102601 CT to toilet walls 8,806 sf 30.00 264,180
316 102601 CT to stair walls 8,505 sf 30.00 255,150
317 102601 Porcelain tile wainscot in cafeteria; 84" H 1,085 sf 30.00 32,550
318 102601 Acoustic panels at music rooms 615 sf 35.00 21,525
319 SUBTOTAL 1,078,424 320
321 C3020 FLOOR FINISHES322323324 090002 HD Linoleum; Typical spaces 82,954 sf 8.00 663,632
325 090002 Ceramic floor to toilets 4,313 sf 30.00 129,390
326 090002 Carpet 4,758 sf 6.70 31,879
327 090002 Quarry Tile 1,875 sf 34.00 63,750
Amherst Elementary School PSR 6.1.22 FINAL Page 63 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
328 090002 HD linoleum flooring at cafeteria 3,700 sf 8.00 29,600
329 090002 Maple athletic flooring in gymnasium 4,000 sf 24.00 96,000
330 090002 Platform flooring 1,000 sf 28.00 28,000
331 SUBTOTAL 1,042,251
332
333 C3030 CEILING FINISHES
334
335 090003 ACT ceilings; 2 x 2 fiberglass 4,200 sf 9.00 37,800
336 090003 Wood look ceilings 1,500 sf 45.00 67,500
337 090003 Ceilings in band + practice rooms 1,800 sf 12.00 21,600
338 090003 Clean room ceilings 6,188 sf 10.00 61,880
339 090003 Curved corrugated clouds at platform 1,000 sf 65.00 65,000
340 090003 GWB ceilings; painted 4,711 sf 16.00 75,376
341 090003 GWB soffits at classrooms; painted 2,200 sf 22.00 48,400
342 090003 Miscellaneous soffits/GWB 1 ls 50,000.00 50,000
343 090003 Paint exposed structure 4,000 sf 3.00 12,000
344 090003 ACT ceilings; Typical spaces 79,201 sf 9.00 712,809
345 SUBTOTAL 1,152,365
346
347 TOTAL - INTERIOR FINISHES $3,273,040
348
349
350 D10 CONVEYING SYSTEMS351
352 D1010 ELEVATOR
353
354 142000 ELEVATOR
355 142400 New two stop elevator; traction 1 ls 200,000.00 200,000
356 142400
357 SUBTOTAL 200,000
358
359 TOTAL - CONVEYING SYSTEMS $200,000
360
361
362 D20 PLUMBING
363
364 D20 PLUMBING, GENERALLY
365 Equipment
366 Electric domestic HW heater 2 ea 35,000.00 70,000
367 Plumbing equipment 108,000 gsf 2.00 216,000
368 Plumbing Fixtures & Specialties
369 Miscellaneous plumbing fixtures 108,000 gsf 3.00 324,000
370 Domestic Water Type L Copper Pipe
371 Domestic water pipe with fittings & hangers 108,000 gsf 4.00 432,000
372 Domestic water pipe insulation 108,000 gsf 2.50 270,000
373 Sanitary Waste And Vent Pipe w/ Hangers
374 Sanitary waste pipe with fittings & hangers 108,000 gsf 3.00 324,000
375 Kitchen waste pipe with fittings & hangers 108,000 gsf 0.35 37,800
376 Storm Drainage, Hubless Cast Iron Pipe
377 Storm water pipe with fittings & hangers 108,000 gsf 3.00 324,000
378 Miscellaneous
379 Demolition 1 ls 150,000.00 150,000
380 Coordination & BIM 1 ls 100,000.00 100,000
381 Coring, sleeves & firestopping 1 ls 8,000.00 8,000
382 Testing and sterilization 1 ls 5,000.00 5,000
383 Fees & permits 1 ls 20,000.00 20,000
384 SUBTOTAL 2,280,800
385
386 TOTAL - PLUMBING $2,280,800
387
388
Amherst Elementary School PSR 6.1.22 FINAL Page 64 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
389 D30 HVAC
390
391 D30 HVAC, GENERALLY392 Ground Source Heat Pump System 108,000 gsf 68.00 7,344,000
393 Allowance for temporary Boiler/Chiller 1 ls 165,000.00 165,000
394 Allowance for geothermal wells; 80 Wells 1 ls 2,800,000.00 2,800,000
395 SUBTOTAL 10,309,000
396
397 TOTAL - HVAC $10,309,000
398
399
400 D40 FIRE PROTECTION
401
402 D40 FIRE PROTECTION, GENERALLY
403 Fire pump not required
404 Wet system complete 108,000 gsf 6.00 648,000
405 210000 SUBTOTAL 648,000 406
407 TOTAL - FIRE PROTECTION $648,000
408
409
410 D50 ELECTRICAL
411
412 D5010 SERVICE & DISTRIBUTION
413 260000 Gear & Distribution
414 Normal Power
415 4000A 480/277V switchboard 1 ea 160,000.00 160,000
416 Submeters 1 ls 50,000.00 50,000
417 Associated transformers, panelboards and feeders 108,000 gsf 3.50 378,000
418 Electrical phasing costs 1 ls 150,000.00 150,000
419 Emergency power
420 500KW diesel emergency generator and associated gear and
distribution
1 ls 250,000.00 250,000
421 Associated ATS's, transformers, panelboards and feeders 108,000 gsf 2.00 216,000
422 Photovoltaic System
423 Infrastructure for system 1 ls 20,000.00 20,000
424 PV on roof + canopy; 798 kW 1 ls 1,995,000 1,995,000
425 Uninterruptible Power Supply
426 UPS system NIC
427 Equipment Wiring feeds and connection
428 Misc. mechanical and plumbing equipment feed and connections 108,000 gsf 3.50 378,000
429 Gymnasium equipment feeds and connections 1 ls 15,000.00 15,000
430 kitchen equipment feeds and connections 1 ls 25,000.00 25,000
431 260000 SUBTOTAL 3,637,000
432 260000
433 260000 D5020 LIGHTING & POWER
434 260000 Lighting & Branch Power
435 260000 Lighting (fixtures + install) includes lighting circuitry 108,000 gsf 10.00 1,080,000
436 260000 Lighting controls
437 260000 Networked lighting control system 108,000 gsf 1.50 162,000
438 260000 Branch devices
439 260000 Receptacles/device boxes + wiring 108,000 gsf 4.00 432,000
440 260000 SUBTOTAL 1,674,000
441 260000
442 260000 D5030 COMMUNICATION & SECURITY SYSTEMS
443 260000 Technology Systems
444 260000 Procured & installed during the Equipment Phase (FF&E)
445 260000 Instructional Video Presentation Equipment FF&E
446 260000 Computer Network Equipment FF&E
447 260000 Computer carts & lockers FF&E
448 260000 Network copier/printer equipment FF&E
449 260000 Portable Video presentation system FF&E
Amherst Elementary School PSR 6.1.22 FINAL Page 65 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
450 260000 Cafeteria POS equipment FF&E
451 260000 Visitor management system FF&E
452 260000 Short throw projectors including cabling FF&E
453 260000 Telecommunications - Voice/Data Structured Cabling System
454 Network switches, routers, firewalls, servers, VOIP, etc 1 ls FF&E
455 Telcom devices, cabling and rough-in 108,000 gsf 3.50 378,000
456 260000 Digital Signage System
457 260000 Digital Signage System 108,000 gsf 0.50 54,000
458 260000 Flat panel display; 4 screens Included above
459 260000 Magic info messaging software Included above
460 260000 Digital site signage system rough-in and cabling Included above
461 260000 Fire Alarm
462 FA system 108,000 gsf 2.50 270,000
463 Mass Notification 108,000 gsf 0.50 54,000
464 Temporary fire alarm system 108,000 gsf 0.25 27,000
465 260000 Distribution Antennae System
466 260000 BDA/DAS system, allow 108,000 gsf 0.75 81,000
467 260000 BDA annunciator Included above
468 260000 Splitter Included above
469 260000 Police/Fire/School panels Included above
470 260000 Lightning & surge protection unit Included above
471 260000 Rough-in Included above
472 260000 Distributed Communication - Public Address System + Clock system
473 260000 Complete package 108,000 gsf 1.50 162,000
474 Classroom Audio (Speech amplification)
475 260000 Speech amplification 45 rms 3,500.00 157,500
476 260000 Audio Visual Systems
477 260000 General building AV equipment By Owner
478 260000 Rough-in 108,000 gsf 0.75 81,000
479 260000 Gymnasium sound system, allow 1 ls 15,000.00 15,000
480 260000 Cafeteria sound system, allow 1 ls 20,000.00 20,000
481 260000 Cafeteria Projector 1 ls 25,000.00 25,000
482 260000 Music Room 1 ls 10,000.00 10,000
483 Cafetorium
484 Stage lighting and dimming package, allow 1 ls 75,000.00 75,000
485 260000 Video Management - CCTV System
486 260000 Head end + cameras 108,000 gsf 3.00 324,000
487 260000 Access Control- Intrusion Alarm
488 260000 Head end + devices 108,000 gsf 1.50 162,000
489 260000 SUBTOTAL 1,895,500
490 260000
491 260000 D5040 OTHER ELECTRICAL SYSTEMS
492 260000 Common Work Results
493 Lightning Protection 78,108 sf 0.50 39,054
494 Demolition work 1 ls 35,000.00 35,000
495 Temp power and lights 1 ls 85,000.00 85,000496 Coordination study 1 ls 5,000.00 5,000
497 Coordination, BIM 1 ls 96,000.00 96,000
498 Permits and fees 1 ls 70,000.00 70,000
499 260000 SUBTOTAL 330,054
500
501 TOTAL - ELECTRICAL $7,536,554
502
503
504 E10 EQUIPMENT
505
506 E10 EQUIPMENT, GENERALLY
507
508509 113100 APPLIANCES
Amherst Elementary School PSR 6.1.22 FINAL Page 66 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
510 113100 Residential appliances; allowance 1 ls 16,000.00 16,000
511
512 114000 FOODSERVICE EQUIPMENT
513 114000 Kitchen equipment 1 ls 750,000.00 750,000
514
515 115213 PROJECTION SCREENS
516 115213 Projection screen - 12' wide; cafeteria, stage 2 ea 8,000.00 16,000
517
518 116200 THEATRE EQUIPMENT
519 116200 Curtain and rigging 1 ls 30,000.00 30,000
520 116200
521
522 116600 ATHLETIC EQUIPMENT
523 116600 Gym, PT and De-esc wall pads; bleachers, basketball backstops etc. 1 ls 160,000.00 160,000
524 SUBTOTAL 972,000 525
526 TOTAL - EQUIPMENT $972,000
527
528
529 E20 FURNISHINGS
530
531 E2010 FIXED FURNISHINGS
532
533 122100 WINDOW TREATMENT
534 122100 Shades complete 7,143 sf 8.00 57,144
535
536 123000 CASEWORK
537 123000 Miscellaneous casework 1 ls 1,500,000.00 1,500,000
538 SUBTOTAL 1,557,144 539
540 E2020 MOVABLE FURNISHINGS541 All movable furnishings to be provided and installed by owner
542 SUBTOTAL NIC 543
544 TOTAL - FURNISHINGS $1,557,144
545
546
547 F10 SPECIAL CONSTRUCTION
548
549 F10 SPECIAL CONSTRUCTION550 SUBTOTAL - 551
552 TOTAL - SPECIAL CONSTRUCTION
553
554
555 F20 SELECTIVE BUILDING DEMOLITION
556
557 F2010 BUILDING ELEMENTS DEMOLITION558 123000 Demo exterior wall complete 3,952 sf 25.00 98,800
559 123000 Shoring 1 ls 25,000.00 25,000
560 123000 Demo existing slab on grade 39,923 sf 6.00 239,538
225 123000 Gut demolition; walls, finishes + specialties 38,185 sf 9.00 343,665
226 123000 MEP demo 38,185 sf 3.00 114,555
227 SUBTOTAL 821,558 228
229 F2020 HAZARDOUS COMPONENTS ABATEMENT230 02121 See main summary for HazMat allowance See Summary
231 SUBTOTAL232
233 TOTAL - SELECTIVE BUILDING DEMOLITION $821,558
TRADE SUBTOTAL $48,340,688
Amherst Elementary School PSR 6.1.22 FINAL Page 67 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 108,000
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - ADD RENOVATION OPTION 4
Amherst Elementary School PSR 6.1.22 FINAL Page 68 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - ADD/RENO OPTION 4
1 G SITEWORK 540,000 sf -
2
3 G10 SITE PREPARATION & DEMOLITION4
311000 GENERAL CONDITIONS 5 311000 6' high site construction fence 2,850 lf 20.00 57,000
6 311000 Site construction fence gates and entrance - assume 1 loc 15,000.00 15,000
7 311000 Mobilizations 1 ea 50,000.00 50,000
8 311000 Temp laydown areas 1 acres 10,000.00 10,000
9 311000 Temporary construction signs 1 ls 5,000.00 5,000
10 311000 Layout/As-builts/Survey 1 ls 15,000.00 15,000
11311000 PHASING
12 312000 Allowance for phasing/logistics 1 ls 250,000.00 See Summary
13311000 SITE DEMOLITION AND RELOCATIONS
14 311000 Pulverize pavement for reuse 11,111 sy 9.00 99,999
15 311000 Stockpile pulverized material for reuse 1,852 cy 2.50 4,630
16 311000 Demolish existing concrete walk 20,000 sf 1.50 30,000
17 311000 Miscellaneous site demolition; furnishings, concrete pads,
signs etc
1 ls 50,000.00 50,000
18311000 UTILITY DEMOLITION
19 311000 Demolish existing utility lines 500 lf 25.00 12,500
20 311000 Demolish existing utility structures 1 ea 500.00 500
21 311000 Cut/cap utility lines 1 ls 30,000.00 30,000
22
23 311000
24312000 EROSION & SEDIMENT CONTROL
25 312000 Silt Fence; installation and removal 2,850 lf 12.00 34,200
26 312000 Street sweeping & dust control allowance 1 ls 35,000.00 35,000
27 312000 Erosion Control monitoring & maintenance 1 ls 25,000.00 25,000
28 SUBTOTAL 473,829
29
30312000 SITE EARTHWORK
31 312000 Site Earthwork
32 312000 Cut and fills; allowance 16,370 cy 10.00 163,700
33 312000 Cut and dispose 20,000 cy 30.00 600,000
34 312000 Excavate and dispose for compensatory story; assume 2 ft 4,148 cy 36.00 NR
35 312000 Fill Req. to raise site 220,998 sf
36 312000 Fill - imported to raise paving and fields 1ft 8,185 cy 28.00 NR
37 312000 Sub grade establishment and fine grading 24,555 sy 3.25 79,804
38
39312000 HAZARDOUS MATERIALS
40 312000 None included Excluded
41 SUBTOTAL 843,504
42
43 G20 SITE IMPROVEMENTS
48320000 ROADWAYS AND PARKING LOTS
49 Asphalt Paving; parking lots and roadway 78,007 sf
50 312000 gravel base; 12" thick 2,889 cy 45.00 130,005
51 320000 asphalt top; 1.5" thick 746 tns 220.00 164,120
52 320000 asphalt binder; 2" thick 996 tns 190.00 189,240
53 320000 Geosynthetic reinforcing grid 78,007 sf 0.95 NR
54 320000 CURBING
55 320000 Vertical granite curb 4,389 lf 48.00 210,672
56 320000 ADA Curb cuts - assume 5 ea 850.00 4,250
57 320000 ROAD MARKINGS AND SIGNS
58 320000 Sign allowance 1 ls 30,000.00 30,000
Amherst Elementary School PSR 6.1.22 FINAL Page 69 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - ADD/RENO OPTION 459 320000 Pavement markings allowance 1 ls 20,000.00 20,000
60 320000 Crosswalk hatching - allowance 2 loc 2,500.00 5,000
61 320000 SUBTOTAL 753,287
62
63 320000 PEDESTRIAN PAVING
64 Allowance for pedestrian walks; Concrete 16,250 sf
65 312000 gravel base; 8" thick 403 cy 45.00 18,135
66 320000 Concrete slab paving; 4" thick 16,250 sf 12.00 195,000
67 Allowance for pedestrian walks; Concrete, colored (changed to
regular)
29,140 sf
68 312000 gravel base; 8" thick 723 cy 45.00 32,535
69 320000 Concrete slab paving; 4" thick colored 29,140 sf 12.00 349,680
67 Allowance for pedestrian paving; Bit Conc with colored surface 21,651 sf
68 312000 gravel base; 8" thick 537 cy 45.00 NR
69 320000 Asphalt paving 2,406 sy 32.00 NR
70 320000 Premium for colored surface 21,651 sf 2.25 NR
71 Allowance for pedestrian paving; Bit Conc 20,700 sf
72 312000 gravel base; 8" thick 514 cy 45.00 NR
73 320000 Asphalt paving 2,300 sy 32.00 NR
74 Allowance for courtyard pavement 8,000 sf
75 312000 gravel base; 8" thick 199 cy 45.00 8,955
76 320000 Concrete slab paving; 4" thick 8,000 sf 12.00 96,000
77 SUBTOTAL 700,305
78
79 320000 SITE IMPROVEMENTS
80 320000 SITE FURNISHINGS
81 320000 Outdoor classroom - equipment and site furnishings 1 ls 75,000.00 75,000
82 320000 Flag poles 2 loc 8,000.00 16,000
83 320000 Benches; stainless steel 20 loc 3,000.00 60,000
84 320000 Benches; concrete 14 loc 5,000.00 70,000
85 320000 Bollards; stainless steel, includes base 40 loc 2,900.00 116,000
86 320000 Bollards; standard 20 loc 1,600.00 32,000
87 320000 Bicycle racks 50 loc 1,500.00 75,000
88 320000 Recycling/trash 3 loc 2,800.00 8,400
89 320000 PLAY AREAS
90 Playground - pour-in-place safety surfacing - assume 6,800 sf
91 320000 gravel base; 8" thick 169 cy 45.00 7,605
92 320000 Pour-in-place safety surface 6,800 sf 32.00 217,600
93 320000 Edging 515 lf 45.00 23,175
94 320000 Allowance for play equipment 1 ls 400,000.00 400,000
95 320000 FENCING
96 320000 Allowance for fencing at fields 800 lf 65.00 52,000
97
98 Allowance for baseball backstop, bases, benches etc. 1 ls 75,000.00 NR
99 Allowance for softball backstop, bases, benches etc. 1 ls 65,000.00 NR
100
101 51200 Canopy for PV system 4,300 sf 24.00 103,200
102
103 SUBTOTAL 1,255,980
104
105 329900 SITE WALLS
Amherst Elementary School PSR 6.1.22 FINAL Page 70 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - ADD/RENO OPTION 4106 330000 Allowance for retaining + seat walls 1 ls 250,000.00 NR
107 SUBTOTAL -
108
109 Landscaping
110 320000 ATHLETIC LANDSCAPING; Multi-Purpose Field 47,250 sf
111 329000 Topsoil - imported 12" thick 1,750 cy 70.00 122,500
112 329000 Drainage base 12" 1,750 cy 42.00 73,500
113 329000 Fine grade 47,250 sf 0.20 9,450
114 329000 Seeding 47,250 sf 0.75 35,438
115 329000 Flat drains 47,250 sf 1.00 47,250
116 329000 Irrigation 47,250 sf 1.25 59,063
117 Softball Field 0 sf
118 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
119 329000 Drainage base 12" 0 cy 42.00 NR
120 329000 Fine grade 0 sf 0.20 NR
121 329000 Seeding 0 sf 0.75 NR
122 329000 Irrigation 0 sf 1.25 NR
123 329000 Flat drains 0 sf 1.00 NR
124 329000 Infield mix 200 tn 225.00 NR
125 Baseball Field 0 sf
126 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
127 329000 Drainage base 12" 0 cy 42.00 NR
128 329000 Fine grade 0 sf 0.20 NR
129 329000 Seeding 0 sf 0.75 NR
130 329000 Irrigation 0 sf 1.25 NR
131 329000 Flat drains 0 sf 1.00 NR
132 329000 Infield mix 225 tn 225.00 NR
133 329900 LAWN AND SEED
134 329900 Topsoil - reuse existing 5,782 cy 26.00 150,332
135 329900 Soil and mulch at planting areas; 18" thick 2,667 cy 70.00 186,690
136 329900 Allowance for loam and seed allowance 312,202 sf 0.35 109,271
137 329900 Bioswale/Raingarden seed mix 29,138 sf 0.55 16,026
138 329900 TREES
139 329900 Trees; 3-1/2" Cal 100 ea 2,000.00 200,000
140 329900 SHRUBS
141 329900 Allowance for shrubs in courtyard 8,000 sf 8.00 64,000
142 329900 Allowance for shrubs 40,000 sf 8.00 320,000
143 SUBTOTAL 1,393,520
144
145 G30 CIVIL MECHANICAL UTILITIES
146210000 FIRE + WATER
147 210000 12" CLDI; Loop 1,900 lf 150.00 285,000
148 210000 8" CLDI 150 lf 90.00 13,500
149 210000 Fire department connection 1 ea 2,500.00 2,500
150 331000 Connect to existing water line; 12 live tap 1 ea 20,000.00 20,000
151 SUBTOTAL 321,000
151
152333000 SANITARY SEWER
153 333000 8" PVC 300 lf 60.00 18,000
154 333000 Replace duplex ejector/lift station 1 ea 75,000.00 75,000
155 333000 SMH 3 ea 4,500.00 13,500
156 333000 Grease trap - assumed 4,000 gal. 1 ea 10,000.00 10,000
157 333000 Connect to existing structure (inside site) 1 ea 5,000.00 5,000
158 SUBTOTAL 121,500
Amherst Elementary School PSR 6.1.22 FINAL Page 71 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - ADD/RENO OPTION 4159
160334000 STORM DRAINAGE
161 334000 Allowance for stormwater piping, structures, WQS + OCS etc. 78,007 sf 6.00 468,042
162334000 SURFACE DRAINAGE SYSTEMS
163 Bio retention - profile below assumed 29,138 sf
164 312000 shape basins 29,138 sf 2.50 72,845
165 320000 mulch 270 cy 50.00 13,500
166 320000 24" Planting soil mix 2,158 cy 60.00 129,480
167 320000 12" Sand 1,079 cy 40.00 43,160
168 320000 4" Double washed pea stone 356 cy 50.00 17,800
169 334000 4" PVC pipe; allowance 100 lf 40.00 4,000
170 334000 12" Pipe bedding 1,079 cy 40.00 43,160
171334000 SUBSURFACE DRAINAGE SYSTEMS
172 334000 Underground infiltration system NR
173 SUBTOTAL 791,987 174
175 330000 Gas service
176 330000 E&B trench for new gas pipe 300 lf 25.00 NR
177 SUBTOTAL NR178
179 G40 ELECTRICAL UTILITIES180 Site Civil for Electrical
181 Concrete:
182 Primary duct bank (allow) 300 lf 30.00 9,000
183 Secondary duct bank 60 lf 40.00 2,400
184 Generator duct bank 60 lf 20.00 1,200
185 Communications duct bank 300 lf 20.00 6,000
186 Transformer pad 1 ea 2,000.00 2,000
187 Generator pad 1 ea 2,000.00 2,000
188 Excavation & Backfill:
189 Primary duct bank 300 lf 30.00 9,000
190 Secondary duct bank 60 lf 28.00 1,680
191 Generator duct bank 60 lf 22.00 1,320
192 Communications duct bank 300 lf 22.00 6,600
193 Power
194 Utility company back charges (allow) 1 ls By Owner
195 New manhole 1 ea 8,500.00 8,500
196 Utility company pad mounted transformer Utility co.
197 Primary duct bank 2-4" empty conduit 300 lf 40.00 12,000
198 4000A Secondary duct bank, allow 60 lf 1,470.00 88,200
199 2000A and 100A Generator duct bank, allow 60 lf 1,025.00 61,500
Amherst Elementary School PSR 6.1.22 FINAL Page 72 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - ADD/RENO OPTION 4200 Communications , allow
201 Utility company back charges (allow) 1 ls By Owner
202 Telecom duct bank 4-4" conduits 300 lf 80.00 24,000
203 New manhole 1 ea 8,500.00 8,500
204 Site Lighting
205 Site lighting and circuitry; 25 ft Poles lights 23 ea 5,500.00 126,500
206 Site lighting and circuitry; 12 ft Poles lights pedestrian 19 ea 3,000.00 57,000
207 Site Security , allow
208 Pole cameras and circuitry 1 ls 25,000.00 25,000
209 EV Charging Stations (allow)
210 40A VCS feed and controls (allow) 4 loc 8,500.00 34,000
211 SUBTOTAL 486,400 212
TOTAL - SITE DEVELOPMENT OPTION 4 $7,141,312
Amherst Elementary School PSR 6.1.22 FINAL Page 73 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
GROSS FLOOR AREA CALCULATION1
2
3 First Floor NEW 43,2534 Second Floor NEW 35,2505 Third Floor NEW 27,2476
7
8
9 TOTAL GROSS FLOOR AREA (GFA) 105,750 sf
10
11
12
13 A1010 STANDARD FOUNDATIONS
14
15 033000 CONCRETE
16 Strip Footings 105 CY $805 /cy
17 Foundation Walls 240 CY $1,250 /cy
18 Spread Footings 665 CY $729 /cy
19 Grade beams 19 CY $1,538 /cy
20 Piers 256 CY $698 /cy
21
22 Total Foundation Concrete 1,285 CY
23 Strip footing; allow 28" x 12"
24 033000 Formwork 2,318 sf 14.00 32,452
25 033000 Re-bar 11,590 lbs. 2.00 23,180
26 033000 Concrete material 105 cy 155.00 16,275
27 033000 Placing concrete 105 cy 120.00 12,600
28 033000 Foundation wall; 16" thick
29 033000 Formwork 9,272 sf 20.00 185,440
30 033000 Re-bar 18,544 lbs. 2.00 37,088
31 033000 Concrete material 240 cy 155.00 37,200
32 033000 Placing concrete 240 cy 120.00 28,800
33 033000 Form shelf 1,159 lf 10.00 11,590
34 033000 Spread Footings; 10'x10'x28"
35 033000 Formwork 4,660 sf 18.00 83,880
36 033000 Re-bar 50,000 lbs. 2.00 100,000
37 033000 Concrete material 453 cy 155.00 70,215
38 033000 Placing concrete 453 cy 120.00 54,360
39 033000 Set anchor bolts grout plates 50 ea 150.00 7,500
40 033000 Spread Footings; 7.5'x7.5'x22"
41 033000 Formwork 2,910 sf 18.00 52,380
42 033000 Re-bar 25,175 lbs. 2.00 50,350
43 033000 Concrete material 212 cy 155.00 32,860
44 033000 Placing concrete 212 cy 120.00 25,440
45 033000 Set anchor bolts grout plates 53 ea 150.00 7,950
46 033000 Grade beams at braced frames, allow
47 033000 Formwork 480 sf 15.00 7,200
48 033000 Re-bar 8,400 lbs. 2.00 16,800
49 033000 Concrete material 19 cy 155.00 2,945
50 033000 Placing concrete 19 cy 120.00 2,280
51 033000 Piers/Pilasters
52 033000 Formwork 2,596 sf 22.00 57,112
53 033000 Re-bar 25,600 lbs 2.00 51,200
54 033000 Concrete material, 4000psi 256 cy 155.00 39,680
55 033000 Placing concrete 256 cy 120.00 30,720
56
57 Elevator pit 1 loc 35,000.00 35,000
5859 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
60 070001 Waterproofing at foundation walls 4,636 sf 4.00 18,544
61 070001 Crystalline waterproofing at elevator pits 720 sf 15.00 10,800
62
Amherst Elementary School PSR 6.1.22 FINAL Page 74 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
63 072100 THERMAL INSULATION
64 072100 2" Insulation at foundation walls 4,636 sf 2.75 12,749
6566 312000 EARTHWORK
67 Strip footings/Fdn wall
68 310000 Excavation 1,030 cy 10.00 10,300
69 310000 Remove off-site 1,030 cy 32.00 32,960
70 310000 Backfill with imported material 925 cy 38.00 35,150
71 310000 Spread footings/Grade beams
72 310000 Excavation 1,144 cy 10.00 11,440
73 310000 Remove off-site 1,144 cy 32.00 36,608
74 310000 Backfill with imported material 460 cy 38.00 17,480
75 310000 Miscellaneous
76 310000 Gravel fill beneath footings, 12" 109 cy 40.00 4,360
77 310000 Perimeter drain 1,159 lf 25.00 28,975
78 310000 Temporary dewatering for foundation work 1 ls 50,000.00 50,000
79 SUBTOTAL 1,381,863
80
81 A1020 SPECIAL FOUNDATIONS
82 Allowance for aggregate piers 43,253 sf 18.00 778,55483 SUBTOTAL 778,554
84
85 A1030 LOWEST FLOOR CONSTRUCTION
86
87 033000 CONCRETE
88 slab on grade 43,253 sf
89 033000 VB at slab on grade 43,253 sf 1.25 54,066
90 033000 Rebars; #4 bars at 12" O.C. 151,386 lbs 2.00 302,772
91 033000 Concrete - 6" thick 841 cy 155.00 130,355
92 033000 Barrier One Admixture 841 cy Assumed Not Required
93 033000 Placing concrete 841 cy 90.00 75,690
94 033000 Finishing and curing concrete 43,253 sf 3.00 129,759
95 033000 Miscellaneous
96 033000 Equipment pads 1 ls 10,000.00 10,000
97 033000 Underslab drainage system 43,253 sf 3.00 NR
9899 072100 THERMAL INSULATION
100 72100 Slab insulation, 2" thick; perimeter only 4,636 sf 2.50 11,590
101102 312000 EARTHWORK
103 Building
104 310000 Raise grades with import structural fill - 24" 3,204 cy 38.00 NR
105 310000 Gravel base, 8" 3,204 cy 40.00 128,160
106 310000 Compact existing sub-grade 43,253 sf 1.00 43,253
107 310000 Under slab E&B for plumbing 43,253 sf 1.50 64,880
108
109 SUBTOTAL 950,525
110
111 TOTAL - FOUNDATIONS $3,110,942
112
113
114 A20 BASEMENT CONSTRUCTION
115
116 A2010 BASEMENT EXCAVATION
117 No Work in this section
118 SUBTOTAL -
119
120 A2020 BASEMENT WALLS
121 No Work in this section
122 SUBTOTAL -
123
Amherst Elementary School PSR 6.1.22 FINAL Page 75 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
124 TOTAL - BASEMENT CONSTRUCTION
125
126
127 B10 SUPERSTRUCTURE
128
129 B1010 FLOOR CONSTRUCTION
130
131 13.5 lbs/sf
132 714 tns
133 $5,973 $/Ton
134 033000 CONCRETE
135 33000 WWF reinforcement 71,872 sf 1.50 107,808
136 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
1,113 cy 145.00 161,385
137 33000 Concrete Fill for deflection; 3/4" 182 cy 145.00 26,390
138 33000 Place and finish concrete 62,497 sf 3.50 218,740
139 33000 Rebar to decks 18,749 lbs 2.00 37,498
140141 051200 STRUCTURAL STEEL FRAMING
142 51200 Steel floor framing, columns and lateral bracing;
143 51200 Floor framing 13.5 lbs/sf 422 tns 4,800.00 2,025,600
144 51200 Premium for AESS steel NIC
145 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
146 51200 Shear studs 15,624 ea 3.50 54,684
147 51200 3" metal floor deck 62,497 sf 6.50 406,231
148 79513
149150 078100 FIREPROOFING/FIRESTOPPING
151 78100 Allowance for shafts + stairs 1 ls 20,000.00 20,000
152 78100 Fire proofing to columns and beams; 2 hr 62,497 sf 2.75 NR
153 SUBTOTAL 3,058,336
154
155 B1020 ROOF CONSTRUCTION156
157 033000 CONCRETE - underneath RTU's
158 33000 WWF reinforcement 5,750 sf 1.50 8,625
159 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
807 cy 145.00 117,015
160 33000 Place and finish concrete 5,000 sf 3.50 17,500
161 33000
162163 051200 STRUCTURAL STEEL FRAMING
164 51200 Steel floor framing, columns and lateral bracing;
165 51200 Floor framing 13.50 lbs/sf at typical roof 292 tns 4,800.00 1,401,600
166 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
167 51200 Shear studs 10,813 ea 3.50 37,846
168 51200 1-1/2" metal floor deck at typical roof 43,253 sf 5.50 237,892
169 51200 HSS support framing at roof screen 14 tns 5,500.00 77,000
170 51200 Premium for 3" acoustic deck at gymnasium 4,000 sf 6.00 24,000
102 79513
103
104 078100 FIREPROOFING/FIRESTOPPING
105 078100 Fireproofing to roof deck and structure 43,253 sf 3.00 NR
106 SUBTOTAL 1,921,478
107
108 TOTAL - SUPERSTRUCTURE $4,979,814
109
110
111 B20 EXTERIOR CLOSURE 50,512 sf
112
Amherst Elementary School PSR 6.1.22 FINAL Page 76 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
113 B2010 EXTERIOR WALLS; 77% 38,894 sf
114
115 NEW ADDITION
116
117 040001 MASONRY; 80% of Solid
118 040001 Ground face veneer/brick alternating courses to second floor level 11,423 sf 36.00 411,228
119 040001 Brick veneer; modular brick 19,692 sf 44.00 866,448
120 040001 Precast trim 31,115 sf 2.00 62,230
121 040001 Staging/Lifts to exterior wall Included
122
123 055000 MISCELLANOUS METALS
124 055000 Miscellaneous metals to exterior; lintels, angles etc. 31,115 sf 1.00 31,115
125
126 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
127 070001 Air barrier 38,894 sf 7.50 291,705
128 070001 Air barrier/flashing at windows 3,873 lf 6.25 24,206
129 070001 Miscellaneous sealants to closure 38,894 sf 0.50 19,447
130
131 072100 THERMAL INSULATION
132 072100 Mineral wool insulation; 3" Thermax 38,894 sf 5.21 202,638
133 072100 Spray insulation; 1" 38,894 sf 2.00 77,788
134 072100 Insulation at window openings 3,873 lf 6.00 23,238
135
136 074213 WALL PANELS; 20% of solid
137 074213 Alucabond metal panels: 10% 3,889 sf 80.00 311,120
138 074213 Porcelain panel rainscreen panels: 10% 3,889 sf 95.00 369,455
139 074213 Roof screen; allow 300 LF x 10ft H 3,000 sf 70.00 210,000
140
141 092900 GYPSUM BOARD ASSEMBLIES
142 092900 6" metal stud backup 38,894 sf 12.00 466,728
143 092900 Gypsum Sheathing 38,894 sf 3.75 145,853
144 092900 Drywall lining to interior face of stud backup 38,894 sf 4.00 155,576
145
146 101400 SIGNAGE
147 101400 Signage 1 ls 10,000.00 10,000
148
149 SUBTOTAL 3,678,775
150
151 B2020 WINDOWS; 23% 11,618 sf152
153 092900 GYPSUM BOARD ASSEMBLIES
154 092900 Wood blocking at openings 3,873 lf 14.00 54,222
155
156 079200 JOINT SEALANTS
157 070001 Backer rod & double sealant 3,873 lf 10.00 38,730
158
159 080001 METAL WINDOWS
160 080001 Windows, double-pane low-e insulated units 11,138 sf 115.00 1,280,870
161 080001 Curtainwall, double-pane low-e insulated units 480 sf 145.00 69,600
162 080001 Sun control at south facing classrooms 360 lf 240.00 86,400
163 080001 Premium for IG-8 School-guard; 25% of glazing NR
164
165 089100 LOUVERS
166 089100 Louvers 100 sf 85.00 8,500
167
168 SUBTOTAL 1,538,322
169
170 B2030 EXTERIOR DOORS171
172 090007 Exterior door allowance 105,750 gsf 1.00 105,750
173 SUBTOTAL 105,750
Amherst Elementary School PSR 6.1.22 FINAL Page 77 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
174
175 TOTAL - EXTERIOR CLOSURE $5,322,847
176
177
178 B30 ROOFING
179
180 B3010 ROOF COVERINGS181
182 070002 PVC roofing membrane; (30 yr warranty), BOD Carlisle SureWeld,
80 mil; 11" insulation, includes all blocking, AVB, etc.
43,253 sf 35.00 1,513,855
183 070002 ACM metal fascia/soffits 846 lf 550.00 465,300
184 070002 ACM metal soffits at overhangs 750 sf 110.00 82,500
184 070002 Canopy; allowance 1,000 sf 120.00 120,000
185 SUBTOTAL 2,181,655 186
187 B3020 ROOF OPENINGS188
189 SUBTOTAL - 190
191 TOTAL - ROOFING $2,181,655
192
193
194 C10 INTERIOR CONSTRUCTION195
196 C1010 PARTITIONS
197
198 102213 GFCMU at gymnasium; 14ft H 3,570 sf 36.00 128,520
199 102213 8" CMU walls 2,925 sf 28.00 81,900
200 102213 8" CMU walls at elevator shaft 1,200 sf 35.00 42,000
201 102213 Partitions above GFCMU at gym; 8" stud + tectum with batt
insulation
3,825 sf 38.00 145,350
202 102213 Partitions ; Typical 6" stud, GWB ea side, insulation 2,325 sf 16.00 37,200
203 102213 Acoustic partitions 3,090 sf 28.00 86,520
204 102213 Acoustic operable partition in cafeteria 1,245 sf 90.00 112,050
205 102601 Premium for plywood backer + cement board 8,806 sf 7.50 66,045
206 102213 Corridor partitions 37,905 sf 19.50 739,148
207 102213 Classroom + other partitions 42,090 sf 16.00 673,440
208 102213 Miscellaneous partitions 105,750 gsf 5.00 528,750
209 102213 Interior glazing allowance 105,750 gsf 4.00 423,000
210 SUBTOTAL 3,063,923 211
212 C1020 INTERIOR DOORS213
214 090007 Interior doors; complete 105,750 gsf 6.70 708,525
215 SUBTOTAL 708,525 216
217 C1030 SPECIALTIES / MILLWORK
218
219 055000 MISCELLANEOUS METALS
220 055000 Column covers 1 ls 20,000.00 20,000
221 055000 Guardrails to open to below 111 lf 550.00 61,050
222 055000 Miscellaneous metals complete 105,750 gsf 2.80 296,100
223
224 064100 FINISH CARPENTRY
225 064100 Millwork complete 105,750 gsf 2.35 248,513
226
227 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
228 070001 Miscellaneous sealants throughout building 105,750 gsf 1.00 105,750
229
230 101100 VISUAL DISPLAY SURFACES
231 101100 Marker boards/TB complete 105,750 gsf 1.60 169,200
232 101100 Interactive White Board projectors FF&E
233
234 101400 SIGNAGE
235 101400 Signage; complete package 105,750 gsf 0.80 84,600
Amherst Elementary School PSR 6.1.22 FINAL Page 78 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
236
237 102110 TOILET COMPARTMENTS + Accessories
238 102100 Toilet partitions/bathroom accessories 105,750 gsf 1.10 116,325
239
240 104400 FIRE PROTECTION SPECIALTIES
241 104400 Fire extinguisher cabinets 35 ea 350.00 12,250
242 104400 AED cabinets 3 ea 350.00 1,050
243
244 105113 LOCKERS
245 105000 Metal student lockers, gym lockers etc. 105,750 gsf 1.00 105,750
246 SUBTOTAL 1,220,588 247
248 TOTAL - INTERIOR CONSTRUCTION $4,993,036
249
250
251 C20 STAIRCASES252
253 C2010 STAIR CONSTRUCTION254
255 55000 New stairs; complete 4 flt 45,000.00 180,000
255 55000 Learning stair 1 ls 250,000.00 250,000
256 55000 Platform steps 1 ls 5,000.00 5,000
257 55000 Stairs; upgrade existing railings for ADA 1 flt 10,000.00 10,000
258 SUBTOTAL 445,000 259
260 C2020 STAIR FINISHES261
262 90007 Finishes complete 4 flt 7,300.00 29,200
263 SUBTOTAL 29,200 264
265 TOTAL - STAIRCASES $474,200
266
267
268 C30 INTERIOR FINISHES
269
270 C3010 WALL FINISHES271
272 102601 Paint to walls 170,865 sf 0.90 153,779
273 102601 Wood paneling at proscenium 600 sf 80.00 48,000
274 102601 CT to corridor walls; 4FT H 10,108 sf 30.00 303,240
275 102601 CT to toilet walls 8,806 sf 30.00 264,180
276 102601 CT to stair walls 8,505 sf 30.00 255,150
277 102601 Porcelain tile wainscot in cafeteria; 84" H 1,085 sf 30.00 32,550
278 102601 Acoustic panels at music rooms 615 sf 35.00 21,525
279 SUBTOTAL 1,078,424 280
281 C3020 FLOOR FINISHES282283284 090002 HD Linoleum; Typical spaces 80,817 sf 8.00 646,536
285 090002 Ceramic floor to toilets 4,313 sf 30.00 129,390
286 090002 Carpet 4,758 sf 6.70 31,879
287 090002 Quarry Tile 1,875 sf 34.00 63,750
288 090002 HD linoleum flooring at cafeteria 3,700 sf 8.00 29,600
289 090002 Maple athletic flooring in gymnasium 4,000 sf 24.00 96,000
290 090002 Platform flooring 1,000 sf 28.00 28,000
291 SUBTOTAL 1,025,155
292
293 C3030 CEILING FINISHES
294
295 090003 ACT ceilings; 2 x 2 fiberglass 4,200 sf 9.00 37,800
296 090003 Wood look ceilings 1,500 sf 45.00 67,500
297 090003 Ceilings in band + practice rooms 1,800 sf 12.00 21,600
298 090003 Clean room ceilings 6,188 sf 10.00 61,880
299 090003 Curved corrugated clouds at platform 1,000 sf 65.00 65,000
Amherst Elementary School PSR 6.1.22 FINAL Page 79 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
300 090003 GWB ceilings; painted 4,711 sf 16.00 75,376
301 090003 GWB soffits at classrooms; painted 2,200 sf 22.00 48,400
302 090003 Miscellaneous soffits/GWB 1 ls 50,000.00 50,000
303 090003 Paint exposed structure 4,000 sf 3.00 12,000
304 090003 ACT ceilings; Typical spaces 77,064 sf 9.00 693,576
305 SUBTOTAL 1,133,132
306
307 TOTAL - INTERIOR FINISHES $3,236,711
308
309
310 D10 CONVEYING SYSTEMS311
312 D1010 ELEVATOR
313
314 142000 ELEVATOR
315 142400 New three stop elevator; traction 1 ls 250,000.00 250,000
316 142400
317 SUBTOTAL 250,000
318
319 TOTAL - CONVEYING SYSTEMS $250,000
320
321
322 D20 PLUMBING
323
324 D20 PLUMBING, GENERALLY
325 Equipment
326 Electric domestic HW heater 2 ea 35,000.00 70,000
327 Plumbing equipment 105,750 gsf 2.00 211,500
328 Plumbing Fixtures & Specialties
329 Miscellaneous plumbing fixtures 105,750 gsf 3.00 317,250
330 Domestic Water Type L Copper Pipe
331 Domestic water pipe with fittings & hangers 105,750 gsf 5.00 528,750
332 Domestic water pipe insulation 105,750 gsf 2.50 264,375
333 Sanitary Waste And Vent Pipe w/ Hangers
334 Sanitary waste pipe with fittings & hangers 105,750 gsf 3.50 370,125
335 Kitchen waste pipe with fittings & hangers 105,750 gsf 0.35 37,013
336 Storm Drainage, Hubless Cast Iron Pipe
337 Storm water pipe with fittings & hangers 105,750 gsf 3.00 317,250
338 Miscellaneous
339 Coordination & BIM 1 ls 100,000.00 100,000
340 Coring, sleeves & firestopping 1 ls 8,000.00 8,000
341 Testing and sterilization 1 ls 5,000.00 5,000
342 Fees & permits 1 ls 20,000.00 20,000
343 SUBTOTAL 2,249,263
344
345 TOTAL - PLUMBING $2,249,263
346
347
348 D30 HVAC
349
350 D30 HVAC, GENERALLY351 Ground Source Heat Pump System 105,750 gsf 68.00 7,191,000
352 Allowance for geothermal wells; 80 Wells 1 ls 2,800,000.00 2,800,000
353 SUBTOTAL 9,991,000
354
355 TOTAL - HVAC $9,991,000
356
357
358 D40 FIRE PROTECTION
359
360 D40 FIRE PROTECTION, GENERALLY
361 Fire pump not required
Amherst Elementary School PSR 6.1.22 FINAL Page 80 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
362 Wet system complete 105,750 gsf 6.00 634,500
363 210000 SUBTOTAL 634,500 364
365 TOTAL - FIRE PROTECTION $634,500
366
367
368 D50 ELECTRICAL
369
370 D5010 SERVICE & DISTRIBUTION
371 260000 Gear & Distribution
372 Normal Power
373 4000A 480/277V switchboard 1 ea 160,000.00 160,000
374 Submeters 1 ls 50,000.00 50,000
375 Associated transformers, panelboards and feeders 105,750 gsf 3.50 370,125
376 Emergency power
377 500KW diesel emergency generator and associated gear and
distribution
1 ls 250,000.00 250,000
378 Associated ATS's, transformers, panelboards and feeders 105,750 gsf 2.00 211,500
379 Photovoltaic System
380 Infrastructure for system 1 ls 20,000.00 20,000
381 PV on roof + canopy; 768 kW 1 ls 1,920,000 1,920,000
382 Uninterruptible Power Supply
383 UPS system NIC
384 Equipment Wiring feeds and connection
385 Misc. mechanical and plumbing equipment feed and connections 105,750 gsf 3.50 370,125
386 Gymnasium equipment feeds and connections 1 ls 15,000.00 15,000
387 kitchen equipment feeds and connections 1 ls 25,000.00 25,000
388 260000 SUBTOTAL 3,391,750
389 260000
390 260000 D5020 LIGHTING & POWER
391 260000 Lighting & Branch Power
392 260000 Lighting (fixtures + install) includes lighting circuitry 105,750 gsf 10.00 1,057,500
393 260000 Lighting controls
394 260000 Networked lighting control system 105,750 gsf 1.50 158,625
395 260000 Branch devices
396 260000 Receptacles/device boxes + wiring 105,750 gsf 4.00 423,000
397 260000 SUBTOTAL 1,639,125
398 260000
399 260000 D5030 COMMUNICATION & SECURITY SYSTEMS
400 260000 Technology Systems
401 260000 Procured & installed during the Equipment Phase (FF&E)
402 260000 Instructional Video Presentation Equipment FF&E
403 260000 Computer Network Equipment FF&E
404 260000 Computer carts & lockers FF&E
405 260000 Network copier/printer equipment FF&E
406 260000 Portable Video presentation system FF&E
407 260000 Cafeteria POS equipment FF&E
408 260000 Visitor management system FF&E
409 260000 Short throw projectors including cabling FF&E
410 260000 Telecommunications - Voice/Data Structured Cabling System
411 Network switches, routers, firewalls, servers, VOIP, etc 1 ls FF&E
412 Telcom devices, cabling and rough-in 105,750 gsf 3.50 370,125
413 260000 Digital Signage System
414 260000 Digital Signage System 105,750 gsf 0.50 52,875
415 260000 Flat panel display; 4 screens Included above
416 260000 Magic info messaging software Included above
417 260000 Digital site signage system rough-in and cabling Included above
418 260000 Fire Alarm
419 FA system 105,750 gsf 2.50 264,375
420 Mass Notification 105,750 gsf 0.50 52,875
421 Temporary fire alarm system 105,750 gsf 0.25 26,438
Amherst Elementary School PSR 6.1.22 FINAL Page 81 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
422 260000 Distribution Antennae System
423 260000 BDA/DAS system, allow 105,750 gsf 0.75 79,313
424 260000 BDA annunciator Included above
425 260000 Splitter Included above
426 260000 Police/Fire/School panels Included above
427 260000 Lightning & surge protection unit Included above
428 260000 Rough-in Included above
429 260000 Distributed Communication - Public Address System + Clock system
430 260000 Complete package 105,750 gsf 1.50 158,625
431 Classroom Audio (Speech amplification)
432 260000 Speech amplification 45 rms 3,500.00 157,500
433 260000 Audio Visual Systems
434 260000 General building AV equipment By Owner
435 260000 Rough-in 105,750 gsf 0.75 79,313
436 260000 Gymnasium sound system, allow 1 ls 15,000.00 15,000
437 260000 Cafeteria sound system, allow 1 ls 20,000.00 20,000
438 260000 Cafeteria Projector 1 ls 25,000.00 25,000
439 260000 Music Room 1 ls 10,000.00 10,000
440 Cafetorium
441 Stage lighting and dimming package, allow 1 ls 75,000.00 75,000
442 260000 Video Management - CCTV System
443 260000 Head end + cameras 105,750 gsf 3.00 317,250
444 260000 Access Control- Intrusion Alarm
445 260000 Head end + devices 105,750 gsf 1.50 158,625
446 260000 SUBTOTAL 1,862,314
447 260000
448 260000 D5040 OTHER ELECTRICAL SYSTEMS
449 260000 Common Work Results
450 Lightning Protection 43,253 sf 0.50 21,627
451 Demolition work 1 ls 35,000.00 35,000
452 Temp power and lights 1 ls 85,000.00 85,000453 Coordination study 1 ls 5,000.00 5,000
454 Coordination, BIM 1 ls 96,000.00 96,000
455 Permits and fees 1 ls 70,000.00 70,000
456 260000 SUBTOTAL 312,627
457
458 TOTAL - ELECTRICAL $7,205,816
459
460
461 E10 EQUIPMENT
462
463 E10 EQUIPMENT, GENERALLY
464
465466 113100 APPLIANCES
467 113100 Residential appliances; allowance 1 ls 16,000.00 16,000
468
469 114000 FOODSERVICE EQUIPMENT
470 114000 Kitchen equipment 1 ls 750,000.00 750,000
471
472 115213 PROJECTION SCREENS
473 115213 Projection screen - 12' wide; cafeteria, stage 2 ea 8,000.00 16,000
474
475 116200 THEATRE EQUIPMENT
476 116200 Curtain and rigging 1 ls 30,000.00 30,000
477 116200
478
479 116600 ATHLETIC EQUIPMENT
480 116600 Gym, PT and De-esc wall pads; bleachers, basketball backstops etc. 1 ls 160,000.00 160,000
Amherst Elementary School PSR 6.1.22 FINAL Page 82 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW THREE STORY OPTION 5
481 SUBTOTAL 972,000 482
483 TOTAL - EQUIPMENT $972,000
484
485
486 E20 FURNISHINGS
487
488 E2010 FIXED FURNISHINGS
489
490 122100 WINDOW TREATMENT
491 122100 Shades complete 11,618 sf 8.00 92,944
492
493 123000 CASEWORK
494 123000 Miscellaneous casework 1 ls 1,500,000.00 1,500,000
495 SUBTOTAL 1,592,944 496
497 E2020 MOVABLE FURNISHINGS498 All movable furnishings to be provided and installed by owner
499 SUBTOTAL NIC 500
501 TOTAL - FURNISHINGS $1,592,944
502
503
504 F10 SPECIAL CONSTRUCTION
505
506 F10 SPECIAL CONSTRUCTION507 SUBTOTAL - 508
509 TOTAL - SPECIAL CONSTRUCTION
510
511
512 F20 SELECTIVE BUILDING DEMOLITION
513
514 F2010 BUILDING ELEMENTS DEMOLITION515 SUBTOTAL - 516
517 F2020 HAZARDOUS COMPONENTS ABATEMENT518 02121 See main summary for HazMat allowance See Summary
519 SUBTOTAL520
521 TOTAL - SELECTIVE BUILDING DEMOLITION
TRADE SUBTOTAL $47,194,728
Amherst Elementary School PSR 6.1.22 FINAL Page 83 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW THREE STORY OPTION 5
1 G SITEWORK 540,000 sf -
2
3 G10 SITE PREPARATION & DEMOLITION4
311000 GENERAL CONDITIONS 5 311000 6' high site construction fence 2,850 lf 20.00 57,000
6 311000 Site construction fence gates and entrance - assume 1 loc 15,000.00 15,000
7 311000 Mobilizations 1 ea 50,000.00 50,000
8 311000 Temp laydown areas 1 acres 10,000.00 10,000
9 311000 Temporary construction signs 1 ls 5,000.00 5,000
10 311000 Layout/As-builts/Survey 1 ls 15,000.00 15,000
11311000 PHASING
12 312000 Allowance for phasing/logistics 1 ls 250,000.00 NR
13311000 SITE DEMOLITION AND RELOCATIONS
14 311000 Pulverize pavement for reuse 11,111 sy 9.00 99,999
15 311000 Stockpile pulverized material for reuse 1,852 cy 2.50 4,630
16 311000 Demolish existing concrete walk 20,000 sf 1.50 30,000
17 311000 Miscellaneous site demolition; furnishings, concrete pads,
signs etc
1 ls 50,000.00 50,000
18311000 UTILITY DEMOLITION
19 311000 Demolish existing utility lines 500 lf 25.00 12,500
20 311000 Demolish existing utility structures 1 ea 500.00 500
21 311000 Cut/cap utility lines 1 ls 30,000.00 30,000
22
23 311000
24312000 EROSION & SEDIMENT CONTROL
25 312000 Silt Fence; installation and removal 2,850 lf 12.00 34,200
26 312000 Street sweeping & dust control allowance 1 ls 35,000.00 35,000
27 312000 Erosion Control monitoring & maintenance 1 ls 25,000.00 25,000
28 SUBTOTAL 473,829
29
30312000 SITE EARTHWORK
31 312000 Site Earthwork
32 312000 Cut and fills; allowance 28,838 cy 10.00 288,380
33 312000 Cut and dispose 30,000 cy 30.00 900,000
34 312000 Excavate and dispose for compensatory story; assume 2 ft 4,148 cy 36.00 NR
35 312000 Fill Req. to raise site 222,461 sf
36 312000 Fill - imported to raise paving and fields 1ft 8,239 cy 28.00 NR
37 312000 Sub grade establishment and fine grading 24,718 sy 3.25 80,334
38
39312000 HAZARDOUS MATERIALS
40 312000 None included Excluded
41 SUBTOTAL 1,268,714
42
43 G20 SITE IMPROVEMENTS
48320000 ROADWAYS AND PARKING LOTS
49 Asphalt Paving; parking lots and roadway 99,300 sf
50 312000 gravel base; 12" thick 3,678 cy 45.00 165,510
51 320000 asphalt top; 1.5" thick 949 tns 220.00 208,780
52 320000 asphalt binder; 2" thick 1,268 tns 190.00 240,920
53 320000 Geosynthetic reinforcing grid 99,300 sf 0.95 NR
54 320000 CURBING
55 320000 Vertical granite curb 4,641 lf 48.00 222,768
56 320000 ADA Curb cuts - assume 5 ea 850.00 4,250
57 320000 ROAD MARKINGS AND SIGNS
58 320000 Sign allowance 1 ls 30,000.00 30,000
Amherst Elementary School PSR 6.1.22 FINAL Page 84 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW THREE STORY OPTION 559 320000 Pavement markings allowance 1 ls 20,000.00 20,000
60 320000 Crosswalk hatching - allowance 2 loc 2,500.00 5,000
61 320000 SUBTOTAL 897,228
62
63 320000 PEDESTRIAN PAVING
64 Allowance for pedestrian walks; Concrete 5,302 sf
65 312000 gravel base; 8" thick 132 cy 45.00 5,940
66 320000 Concrete slab paving; 4" thick 5,302 sf 12.00 63,624
67 Allowance for Concrete Vehicular 1,300 sf
68 312000 gravel base; 12" thick 48 cy 4.00 192
69 320000 Concrete slab paving; 8" thick 1,300 sf 18.00 23,400
67 Allowance for pedestrian walks; Concrete, colored (changed to
regular)
12,835 sf
68 312000 gravel base; 8" thick 318 cy 45.00 14,310
69 320000 Concrete slab paving; 4" thick colored 12,835 sf 12.00 154,020
67 Allowance for pedestrian paving; Bit Conc with colored surface 23,774 sf
68 312000 gravel base; 8" thick 590 cy 45.00 26,550
69 320000 Asphalt paving 2,642 sy 32.00 84,544
70 320000 Premium for colored surface 23,774 sf 2.25 53,492
71 Allowance for pedestrian paving; Bit Conc 34,000 sf
72 312000 gravel base; 8" thick 844 cy 45.00 37,980
73 320000 Asphalt paving 3,778 sy 32.00 120,896
74 Allowance for courtyard pavement 0 sf
75 312000 gravel base; 8" thick 0 cy 45.00 NR
76 320000 Concrete slab paving; 4" thick 0 sf 12.00 NR
77 SUBTOTAL 584,948
78
79 320000 SITE IMPROVEMENTS
80 320000 SITE FURNISHINGS
81 320000 Outdoor classroom - equipment and site furnishings 1 ls 75,000.00 75,000
82 320000 Flag poles 2 loc 8,000.00 16,000
83 320000 Benches; stainless steel 20 loc 3,000.00 60,000
84 320000 Benches; concrete 14 loc 5,000.00 70,000
85 320000 Bollards; stainless steel, includes base 40 loc 2,900.00 116,000
86 320000 Bollards; standard 20 loc 1,600.00 32,000
87 320000 Bicycle racks 50 loc 1,500.00 75,000
88 320000 Recycling/trash 3 loc 2,800.00 8,400
89 320000 PLAY AREAS
90 Playground - pour-in-place safety surfacing - assume 14,100 sf
91 320000 gravel base; 8" thick 350 cy 45.00 15,750
92 320000 Pour-in-place safety surface 14,100 sf 32.00 451,200
93 320000 Edging 669 lf 45.00 30,105
94 320000 Allowance for play equipment 1 ls 400,000.00 400,000
95 320000 FENCING
96 320000 Allowance for fencing at fields 800 lf 65.00 NR
97
98 Allowance for baseball backstop, bases, benches etc. 1 ls 75,000.00 NR
99 Allowance for softball backstop, bases, benches etc. 1 ls 65,000.00 NR
100
101 51200 Canopy for PV system 18,300 sf 24.00 439,200
102
103 SUBTOTAL 1,788,655
Amherst Elementary School PSR 6.1.22 FINAL Page 85 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW THREE STORY OPTION 5104
105 329900 SITE WALLS
106 330000 Seat walls 60 lf 750.00 45,000
107 330000 Steps 1 ls 50,000.00 50,000
108 330000 Retaining walls 4,101 sf 60.00 246,060
109 SUBTOTAL 341,060
110
111 Landscaping
112 320000 ATHLETIC LANDSCAPING; Multi-Purpose Field 47,250 sf
113 329000 Topsoil - imported 12" thick 1,750 cy 70.00 122,500
114 329000 Drainage base 12" 1,750 cy 42.00 73,500
115 329000 Fine grade 47,250 sf 0.20 9,450
116 329000 Seeding 47,250 sf 0.75 35,438
117 329000 Flat drains 47,250 sf 1.00 47,250
118 329000 Irrigation 47,250 sf 1.25 59,063
119 Softball Field 0 sf
120 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
121 329000 Drainage base 12" 0 cy 42.00 NR
122 329000 Fine grade 0 sf 0.20 NR
123 329000 Seeding 0 sf 0.75 NR
124 329000 Irrigation 0 sf 1.25 NR
125 329000 Flat drains 0 sf 1.00 NR
126 329000 Infield mix 200 tn 225.00 NR
127 Baseball Field 0 sf
128 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
129 329000 Drainage base 12" 0 cy 42.00 NR
130 329000 Fine grade 0 sf 0.20 NR
131 329000 Seeding 0 sf 0.75 NR
132 329000 Irrigation 0 sf 1.25 NR
133 329000 Flat drains 0 sf 1.00 NR
134 329000 Infield mix 225 tn 225.00 NR
135 329900 LAWN AND SEED
136 329900 Topsoil - reuse existing 5,619 cy 26.00 146,094
137 329900 Soil and mulch at planting areas; 18" thick 2,667 cy 70.00 186,690
138 329900 Allowance for loam and seed allowance 303,439 sf 0.35 106,204
139 329900 Bioswale/Raingarden seed mix 29,138 sf 0.55 16,026
140 329900 TREES
141 329900 Trees; 3-1/2" Cal 100 ea 2,000.00 200,000
142 329900 SHRUBS
143 329900 Allowance for shrubs in courtyard 8,000 sf 8.00 64,000
144 329900 Allowance for shrubs 40,000 sf 8.00 320,000
145 SUBTOTAL 1,386,215
146
147 G30 CIVIL MECHANICAL UTILITIES
148210000 FIRE + WATER
149 210000 12" CLDI; Loop 1,900 lf 150.00 285,000
150 210000 8" CLDI 150 lf 90.00 13,500
151 210000 Fire department connection 1 ea 2,500.00 2,500
152 331000 Connect to existing water line; 12 live tap 1 ea 20,000.00 20,000
153 SUBTOTAL 321,000
153
154333000 SANITARY SEWER
155 333000 8" PVC 700 lf 60.00 42,000
Amherst Elementary School PSR 6.1.22 FINAL Page 86 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW THREE STORY OPTION 5156 333000 Replace duplex ejector/lift station 1 ea 75,000.00 75,000
157 333000 SMH 3 ea 4,500.00 13,500
158 333000 Grease trap - assumed 4,000 gal. 1 ea 10,000.00 10,000
159 333000 Connect to existing structure (inside site) 1 ea 5,000.00 5,000
160 SUBTOTAL 145,500
161
162334000 STORM DRAINAGE
163 334000 Allowance for stormwater piping, structures, WQS + OCS etc. 157,074 sf 6.00 942,444
164334000 SURFACE DRAINAGE SYSTEMS
165 Bio retention - profile below assumed 29,138 sf
166 312000 shape basins 29,138 sf 2.50 72,845
167 320000 mulch 270 cy 50.00 13,500
168 320000 24" Planting soil mix 2,158 cy 60.00 129,480
169 320000 12" Sand 1,079 cy 40.00 43,160
170 320000 4" Double washed pea stone 356 cy 50.00 17,800
171 334000 4" PVC pipe; allowance 100 lf 40.00 4,000
172 334000 12" Pipe bedding 1,079 cy 40.00 43,160
173334000 SUBSURFACE DRAINAGE SYSTEMS
174 334000 Underground infiltration system NR
175 SUBTOTAL 1,266,389 176
177178 330000 Gas service
179 330000 E&B trench for new gas pipe 700 lf 25.00 NR
180 SUBTOTAL - 181
182
183 G40 ELECTRICAL UTILITIES184 Site Civil for Electrical
185 Concrete:
186 Primary duct bank (allow) 700 lf 30.00 21,000
187 Secondary duct bank 60 lf 40.00 2,400
188 Generator duct bank 60 lf 20.00 1,200
189 Communications duct bank 700 lf 20.00 14,000
190 Transformer pad 1 ea 2,000.00 2,000
191 Generator pad 1 ea 2,000.00 2,000
192 Excavation & Backfill:
193 Primary duct bank 700 lf 30.00 21,000
194 Secondary duct bank 60 lf 28.00 1,680
195 Generator duct bank 60 lf 22.00 1,320
196 Communications duct bank 700 lf 22.00 15,400
197 Power
198 Utility company back charges (allow) 1 ls By Owner
199 New manhole 1 ea 8,500.00 8,500
200 Utility company pad mounted transformer Utility co.
201 Primary duct bank 2-4" empty conduit 700 lf 40.00 28,000
202 4000A Secondary duct bank, allow 60 lf 1,470.00 88,200
203 2000A and 100A Generator duct bank, allow 60 lf 1,025.00 61,500
204 Communications , allow
205 Utility company back charges (allow) 1 ls By Owner
206 Telecom duct bank 4-4" conduits 700 lf 80.00 56,000
207 New manhole 1 ea 8,500.00 8,500
208 Site Lighting
209 Site lighting and circuitry; 25 ft Poles lights 19 ea 5,500.00 104,500
210 Site lighting and circuitry; 12 ft Poles lights pedestrian 30 ea 3,000.00 90,000
211 Site Security , allow
212 Pole cameras and circuitry 1 ls 25,000.00 25,000
Amherst Elementary School PSR 6.1.22 FINAL Page 87 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW THREE STORY OPTION 5213 EV Charging Stations (allow)
214 40A VCS feed and controls (allow) 4 loc 8,500.00 34,000
215 SUBTOTAL 586,200 216
217
218
TOTAL - SITE DEVELOPMENT OPTION 5 $9,059,738
Amherst Elementary School PSR 6.1.22 FINAL Page 88 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
GROSS FLOOR AREA CALCULATION1
2
3 First Floor NEW 56,0334 Second Floor NEW 49,7175
6
7
8
9 TOTAL GROSS FLOOR AREA (GFA) 105,750 sf
10
11
12
13 A1010 STANDARD FOUNDATIONS
14
15 033000 CONCRETE
16 Strip Footings 139 CY $804 /cy
17 Foundation Walls 317 CY $1,251 /cy
18 Spread Footings 475 CY $813 /cy
19 Grade beams 19 CY $1,538 /cy
20 Piers 353 CY $698 /cy
21
22 Total Foundation Concrete 1,303 CY
23 Strip footing; allow 28" x 12"
24 033000 Formwork 3,062 sf 14.00 42,868
25 033000 Re-bar 15,310 lbs. 2.00 30,620
26 033000 Concrete material 139 cy 155.00 21,545
27 033000 Placing concrete 139 cy 120.00 16,680
28 033000 Foundation wall; 16" thick
29 033000 Formwork 12,248 sf 20.00 244,960
30 033000 Re-bar 24,496 lbs. 2.00 48,992
31 033000 Concrete material 317 cy 155.00 49,135
32 033000 Placing concrete 317 cy 120.00 38,040
33 033000 Form shelf 1,531 lf 10.00 15,310
34 033000 Spread Footings; 8'x8'x24"
35 033000 Formwork 4,480 sf 18.00 80,640
36 033000 Re-bar 39,200 lbs. 2.00 78,400
37 033000 Concrete material 348 cy 155.00 53,940
38 033000 Placing concrete 348 cy 120.00 41,760
39 033000 Set anchor bolts grout plates 70 ea 150.00 10,500
40 033000 Spread Footings; 5.5'x5.5'x18"
41 033000 Formwork 2,376 sf 18.00 42,768
42 033000 Re-bar 16,200 lbs. 2.00 32,400
43 033000 Concrete material 127 cy 155.00 19,685
44 033000 Placing concrete 127 cy 120.00 15,240
45 033000 Set anchor bolts grout plates 72 ea 150.00 10,800
46 033000 Grade beams at braced frames, allow
47 033000 Formwork 480 sf 15.00 7,200
48 033000 Re-bar 8,400 lbs. 2.00 16,800
49 033000 Concrete material 19 cy 155.00 2,945
50 033000 Placing concrete 19 cy 120.00 2,280
51 033000 Piers/Pilasters
52 033000 Formwork 3,578 sf 22.00 78,716
53 033000 Re-bar 35,300 lbs 2.00 70,600
54 033000 Concrete material, 4000psi 353 cy 155.00 54,715
55 033000 Placing concrete 353 cy 120.00 42,360
56
57 Elevator pit 1 loc 35,000.00 35,000
5859 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
60 070001 Waterproofing at foundation walls 6,124 sf 4.00 24,496
61 070001 Crystalline waterproofing at elevator pits 720 sf 15.00 10,800
62
Amherst Elementary School PSR 6.1.22 FINAL Page 89 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
63 072100 THERMAL INSULATION
64 072100 2" Insulation at foundation walls 6,124 sf 2.75 16,841
6566 312000 EARTHWORK
67 Strip footings/Fdn wall
68 310000 Excavation 1,361 cy 10.00 13,610
69 310000 Remove off-site 1,361 cy 32.00 43,552
70 310000 Backfill with imported material 1,222 cy 38.00 46,436
71 310000 Spread footings/Grade beams
72 310000 Excavation 1,578 cy 10.00 15,780
73 310000 Remove off-site 1,578 cy 32.00 50,496
74 310000 Backfill with imported material 1,084 cy 38.00 41,192
75 310000 Miscellaneous
76 310000 Gravel fill beneath footings, 12" 141 cy 40.00 5,640
77 310000 Perimeter drain 1,531 lf 25.00 38,275
78 310000 Temporary dewatering for foundation work 1 ls 50,000.00 50,000
79 SUBTOTAL 1,562,017
80
81 A1020 SPECIAL FOUNDATIONS
82 Allowance for aggregate piers 56,033 sf 18.00 1,008,59483 SUBTOTAL 1,008,594
84
85 A1030 LOWEST FLOOR CONSTRUCTION
86
87 033000 CONCRETE
88 slab on grade 56,033 sf
89 033000 VB at slab on grade 56,033 sf 1.25 70,041
90 033000 Rebars; #4 bars at 12" O.C. 196,116 lbs 2.00 392,232
91 033000 Concrete - 6" thick 1,090 cy 155.00 168,950
92 033000 Barrier One Admixture 1,090 cy Assumed Not Required
93 033000 Placing concrete 1,090 cy 90.00 98,100
94 033000 Finishing and curing concrete 56,033 sf 3.00 168,099
95 033000 Miscellaneous
96 033000 Equipment pads 1 ls 10,000.00 10,000
97 033000 Underslab drainage system 56,033 sf 3.00 NR
9899 072100 THERMAL INSULATION
100 72100 Slab insulation, 2" thick; perimeter only 6,124 sf 2.50 15,310
101102 312000 EARTHWORK
103 Building
104 310000 Raise grades with import structural fill - 24" 4,151 cy 38.00 NR
105 310000 Gravel base, 8" 4,151 cy 40.00 166,040
106 310000 Compact existing sub-grade 56,033 sf 1.00 56,033
107 310000 Under slab E&B for plumbing 56,033 sf 1.50 84,050
108
109 SUBTOTAL 1,228,855
110
111 TOTAL - FOUNDATIONS $3,799,466
112
113
114 A20 BASEMENT CONSTRUCTION
115
116 A2010 BASEMENT EXCAVATION
117 No Work in this section
118 SUBTOTAL -
119
120 A2020 BASEMENT WALLS
121 No Work in this section
122 SUBTOTAL -
123
Amherst Elementary School PSR 6.1.22 FINAL Page 90 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
124 TOTAL - BASEMENT CONSTRUCTION
125
126
127 B10 SUPERSTRUCTURE
128
129 B1010 FLOOR CONSTRUCTION
130
131 13.5 lbs/sf
132 714 tns
133 $5,955 $/Ton
134 033000 CONCRETE
135 33000 WWF reinforcement 57,175 sf 1.50 85,763
136 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
886 cy 145.00 128,470
137 33000 Concrete Fill for deflection; 3/4" 145 cy 145.00 21,025
138 33000 Place and finish concrete 49,717 sf 3.50 174,010
139 33000 Rebar to decks 14,915 lbs 2.00 29,830
140141 051200 STRUCTURAL STEEL FRAMING
142 51200 Steel floor framing, columns and lateral bracing;
143 51200 Floor framing 13.5 lbs/sf 336 tns 4,800.00 1,612,800
144 51200 Premium for AESS steel NIC
145 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
146 51200 Shear studs 12,429 ea 3.50 43,502
147 51200 3" metal floor deck 49,717 sf 6.50 323,161
148 79513
149150 078100 FIREPROOFING/FIRESTOPPING
151 78100 Allowance for shafts + stairs 1 ls 20,000.00 20,000
152 78100 Fire proofing to columns and beams; 2 hr 49,717 sf 2.75 NR
153 SUBTOTAL 2,438,561
154
155 B1020 ROOF CONSTRUCTION156
157 033000 CONCRETE - underneath RTU's
158 33000 WWF reinforcement 5,750 sf 1.50 8,625
159 33000 Concrete Fill to metal deck; 3-1/2" normal weight, total thickness 5
1/2"
1,046 cy 145.00 151,670
160 33000 Place and finish concrete 5,000 sf 3.50 17,500
161 33000
162163 051200 STRUCTURAL STEEL FRAMING
164 51200 Steel floor framing, columns and lateral bracing;
165 51200 Floor framing 13.50 lbs/sf at typical roof 378 tns 4,800.00 1,814,400
166 51200 Allowance for additional miscellaneous steel angles, plates etc. assume included in lbs/sf tns
167 51200 Shear studs 14,008 ea 3.50 49,028
168 51200 1-1/2" metal floor deck at typical roof 56,033 sf 5.50 308,182
169 51200 HSS support framing at roof screen 14 tns 5,500.00 77,000
170 51200 Premium for 3" acoustic deck at gymnasium 4,000 sf 6.00 24,000
102 79513
103
104 078100 FIREPROOFING/FIRESTOPPING
105 078100 Fireproofing to roof deck and structure 56,033 sf 3.00 NR
106 SUBTOTAL 2,450,405
107
108 TOTAL - SUPERSTRUCTURE $4,888,966
109
110
111 B20 EXTERIOR CLOSURE 49,760 sf
112
Amherst Elementary School PSR 6.1.22 FINAL Page 91 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
113 B2010 EXTERIOR WALLS; 77% 38,315 sf
114
115 NEW ADDITION
116
117 040001 MASONRY; 80% of Solid
118 040001 Ground face veneer/brick alternating courses to second floor level 15,090 sf 36.00 543,240
119 040001 Brick veneer; modular brick 15,562 sf 44.00 684,728
120 040001 Precast trim 30,652 sf 2.00 61,304
121 040001 Staging/Lifts to exterior wall Included
122
123 055000 MISCELLANOUS METALS
124 055000 Miscellaneous metals to exterior; lintels, angles etc. 30,652 sf 1.00 30,652
125
126 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
127 070001 Air barrier 38,315 sf 7.50 287,363
128 070001 Air barrier/flashing at windows 3,815 lf 6.25 23,844
129 070001 Miscellaneous sealants to closure 38,315 sf 0.50 19,158
130
131 072100 THERMAL INSULATION
132 072100 Mineral wool insulation; 3" Thermax 38,315 sf 5.21 199,621
133 072100 Spray insulation; 1" 38,315 sf 2.00 76,630
134 072100 Insulation at window openings 3,815 lf 6.00 22,890
135
136 074213 WALL PANELS; 20% of solid
137 074213 Alucabond metal panels: 10% 3,832 sf 80.00 306,560
138 074213 Porcelain panel rainscreen panels: 10% 3,832 sf 95.00 364,040
139 074213 Roof screen; allow 300 LF x 10ft H 3,000 sf 70.00 210,000
140
141 092900 GYPSUM BOARD ASSEMBLIES
142 092900 6" metal stud backup 38,315 sf 12.00 459,780
143 092900 Gypsum Sheathing 38,315 sf 3.75 143,681
144 092900 Drywall lining to interior face of stud backup 38,315 sf 4.00 153,260
145
146 101400 SIGNAGE
147 101400 Signage 1 ls 10,000.00 10,000
148
149 SUBTOTAL 3,596,751
150
151 B2020 WINDOWS; 23% 11,445 sf152
153 092900 GYPSUM BOARD ASSEMBLIES
154 092900 Wood blocking at openings 3,815 lf 14.00 53,410
155
156 079200 JOINT SEALANTS
157 070001 Backer rod & double sealant 3,815 lf 10.00 38,150
158
159 080001 METAL WINDOWS
160 080001 Windows, double-pane low-e insulated units 10,965 sf 115.00 1,260,975
161 080001 Curtainwall, double-pane low-e insulated units 480 sf 145.00 69,600
162 080001 Sun control at south facing classrooms 360 lf 240.00 86,400
163 080001 Premium for IG-8 School-guard; 25% of glazing NR
164
165 089100 LOUVERS
166 089100 Louvers 100 sf 85.00 8,500
167
168 SUBTOTAL 1,517,035
169
170 B2030 EXTERIOR DOORS171
172 090007 Exterior door allowance 105,750 gsf 1.00 105,750
173 SUBTOTAL 105,750
Amherst Elementary School PSR 6.1.22 FINAL Page 92 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
174
175 TOTAL - EXTERIOR CLOSURE $5,219,536
176
177
178 B30 ROOFING
179
180 B3010 ROOF COVERINGS181
182 070002 PVC roofing membrane; (30 yr warranty), BOD Carlisle SureWeld,
80 mil; 11" insulation, includes all blocking, AVB, etc.
56,033 sf 35.00 1,961,155
183 070002 ACM metal fascia/soffits 1,531 lf 550.00 842,050
184 070002 Canopy; allowance 1,000 sf 120.00 120,000
185 SUBTOTAL 2,923,205 186
187 B3020 ROOF OPENINGS188
189 SUBTOTAL - 190
191 TOTAL - ROOFING $2,923,205
192
193
194 C10 INTERIOR CONSTRUCTION195
196 C1010 PARTITIONS
197
198 102213 GFCMU at gymnasium; 14ft H 3,570 sf 36.00 128,520
199 102213 8" CMU walls 2,925 sf 28.00 81,900
200 102213 8" CMU walls at elevator shaft 1,200 sf 35.00 42,000
201 102213 Partitions above GFCMU at gym; 8" stud + tectum with batt
insulation
3,825 sf 38.00 145,350
202 102213 Partitions ; Typical 6" stud, GWB ea side, insulation 2,325 sf 16.00 37,200
203 102213 Acoustic partitions 3,090 sf 28.00 86,520
204 102213 Acoustic operable partition in cafeteria 1,245 sf 90.00 112,050
205 102601 Premium for plywood backer + cement board 8,806 sf 7.50 66,045
206 102213 Corridor partitions 37,905 sf 19.50 739,148
207 102213 Classroom + other partitions 42,090 sf 16.00 673,440
208 102213 Miscellaneous partitions 105,750 gsf 5.00 528,750
209 102213 Interior glazing allowance 105,750 gsf 4.00 423,000
210 SUBTOTAL 3,063,923 211
212 C1020 INTERIOR DOORS213
214 090007 Interior doors; complete 105,750 gsf 6.70 708,525
215 SUBTOTAL 708,525 216
217 C1030 SPECIALTIES / MILLWORK
218
219 055000 MISCELLANEOUS METALS
220 055000 Column covers 1 ls 20,000.00 20,000
221 055000 Guardrails to open to below 30 lf 550.00 16,500
222 055000 Miscellaneous metals complete 105,750 gsf 2.80 296,100
223
224 064100 FINISH CARPENTRY
225 064100 Millwork complete 105,750 gsf 2.35 248,513
226
227 070001 WATERPROOFING, DAMPPROOFING AND CAULKING
228 070001 Miscellaneous sealants throughout building 105,750 gsf 1.00 105,750
229
230 101100 VISUAL DISPLAY SURFACES
231 101100 Marker boards/TB complete 105,750 gsf 1.60 169,200
232 101100 Interactive White Board projectors FF&E
233
234 101400 SIGNAGE
235 101400 Signage; complete package 105,750 gsf 0.80 84,600
236
Amherst Elementary School PSR 6.1.22 FINAL Page 93 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
237 102110 TOILET COMPARTMENTS + Accessories
238 102100 Toilet partitions/bathroom accessories 105,750 gsf 1.10 116,325
239
240 104400 FIRE PROTECTION SPECIALTIES
241 104400 Fire extinguisher cabinets 35 ea 350.00 12,250
242 104400 AED cabinets 3 ea 350.00 1,050
243
244 105113 LOCKERS
245 105000 Metal student lockers, gym lockers etc. 105,750 gsf 1.00 105,750
246 SUBTOTAL 1,176,038 247
248 TOTAL - INTERIOR CONSTRUCTION $4,948,486
249
250
251 C20 STAIRCASES252
253 C2010 STAIR CONSTRUCTION254
255 55000 New stairs; complete 3 flt 45,000.00 135,000
255 55000 Learning stair 1 ls 250,000.00 250,000
256 55000 Platform steps 1 ls 5,000.00 5,000
257 55000 Stairs; upgrade existing railings for ADA 1 flt 10,000.00 10,000
258 SUBTOTAL 400,000 259
260 C2020 STAIR FINISHES261
262 90007 Finishes complete 3 flt 7,300.00 21,900
263 SUBTOTAL 21,900 264
265 TOTAL - STAIRCASES $421,900
266
267
268 C30 INTERIOR FINISHES
269
270 C3010 WALL FINISHES271
272 102601 Paint to walls 170,865 sf 0.90 153,779
273 102601 Wood paneling at proscenium 600 sf 80.00 48,000
274 102601 CT to corridor walls; 4FT H 10,108 sf 30.00 303,240
275 102601 CT to toilet walls 8,806 sf 30.00 264,180
276 102601 CT to stair walls 8,505 sf 30.00 255,150
277 102601 Porcelain tile wainscot in cafeteria; 84" H 1,085 sf 30.00 32,550
278 102601 Acoustic panels at music rooms 615 sf 35.00 21,525
279 SUBTOTAL 1,078,424 280
281 C3020 FLOOR FINISHES282283284 090002 HD Linoleum; Typical spaces 80,817 sf 8.00 646,536
285 090002 Ceramic floor to toilets 4,313 sf 30.00 129,390
286 090002 Carpet 4,758 sf 6.70 31,879
287 090002 Quarry Tile 1,875 sf 34.00 63,750
288 090002 HD linoleum flooring at cafeteria 3,700 sf 8.00 29,600
289 090002 Maple athletic flooring in gymnasium 4,000 sf 24.00 96,000
290 090002 Platform flooring 1,000 sf 28.00 28,000
291 SUBTOTAL 1,025,155
292
293 C3030 CEILING FINISHES
294
295 090003 ACT ceilings; 2 x 2 fiberglass 4,200 sf 9.00 37,800
296 090003 Wood look ceilings 1,500 sf 45.00 67,500
297 090003 Ceilings in band + practice rooms 1,800 sf 12.00 21,600
298 090003 Clean room ceilings 6,188 sf 10.00 61,880
299 090003 Curved corrugated clouds at platform 1,000 sf 65.00 65,000
300 090003 GWB ceilings; painted 4,711 sf 16.00 75,376
Amherst Elementary School PSR 6.1.22 FINAL Page 94 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
301 090003 GWB soffits at classrooms; painted 2,200 sf 22.00 48,400
302 090003 Miscellaneous soffits/GWB 1 ls 50,000.00 50,000
303 090003 Paint exposed structure 4,000 sf 3.00 12,000
304 090003 ACT ceilings; Typical spaces 77,064 sf 9.00 693,576
305 SUBTOTAL 1,133,132
306
307 TOTAL - INTERIOR FINISHES $3,236,711
308
309
310 D10 CONVEYING SYSTEMS311
312 D1010 ELEVATOR
313
314 142000 ELEVATOR
315 142400 New two stop elevator; traction 1 ls 200,000.00 200,000
316 142400
317 SUBTOTAL 200,000
318
319 TOTAL - CONVEYING SYSTEMS $200,000
320
321
322 D20 PLUMBING
323
324 D20 PLUMBING, GENERALLY
325 Equipment
326 Electric domestic HW heater 2 ea 35,000.00 70,000
327 Plumbing equipment 105,750 gsf 2.00 211,500
328 Plumbing Fixtures & Specialties
329 Miscellaneous plumbing fixtures 105,750 gsf 3.00 317,250
330 Domestic Water Type L Copper Pipe
331 Domestic water pipe with fittings & hangers 105,750 gsf 5.00 528,750
332 Domestic water pipe insulation 105,750 gsf 2.50 264,375
333 Sanitary Waste And Vent Pipe w/ Hangers
334 Sanitary waste pipe with fittings & hangers 105,750 gsf 3.50 370,125
335 Kitchen waste pipe with fittings & hangers 105,750 gsf 0.35 37,013
336 Storm Drainage, Hubless Cast Iron Pipe
337 Storm water pipe with fittings & hangers 105,750 gsf 3.00 317,250
338 Miscellaneous
339 Coordination & BIM 1 ls 100,000.00 100,000
340 Coring, sleeves & firestopping 1 ls 8,000.00 8,000
341 Testing and sterilization 1 ls 5,000.00 5,000
342 Fees & permits 1 ls 20,000.00 20,000
343 SUBTOTAL 2,249,263
344
345 TOTAL - PLUMBING $2,249,263
346
347
348 D30 HVAC
349
350 D30 HVAC, GENERALLY351 Ground Source Heat Pump System 105,750 gsf 68.00 7,191,000
352 Allowance for geothermal wells; 80 Wells 1 ls 2,800,000.00 2,800,000
353 SUBTOTAL 9,991,000
354
355 TOTAL - HVAC $9,991,000
356
357
358 D40 FIRE PROTECTION
359
360 D40 FIRE PROTECTION, GENERALLY
361 Fire pump not required
362 Wet system complete 105,750 gsf 6.00 634,500
363 210000 SUBTOTAL 634,500
Amherst Elementary School PSR 6.1.22 FINAL Page 95 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
364
365 TOTAL - FIRE PROTECTION $634,500
366
367
368 D50 ELECTRICAL
369
370 D5010 SERVICE & DISTRIBUTION
371 260000 Gear & Distribution
372 Normal Power
373 4000A 480/277V switchboard 1 ea 160,000.00 160,000
374 Submeters 1 ls 50,000.00 50,000
375 Associated transformers, panelboards and feeders 105,750 gsf 3.50 370,125
376 Emergency power
377 500KW diesel emergency generator and associated gear and
distribution
1 ls 250,000.00 250,000
378 Associated ATS's, transformers, panelboards and feeders 105,750 gsf 2.00 211,500
379 Photovoltaic System
380 Infrastructure for system 1 ls 20,000.00 20,000
381 PV on roof + canopy; 768 kW 1 ls 1,920,000 1,920,000
382 Uninterruptible Power Supply
383 UPS system NIC
384 Equipment Wiring feeds and connection
385 Misc. mechanical and plumbing equipment feed and connections 105,750 gsf 3.50 370,125
386 Gymnasium equipment feeds and connections 1 ls 15,000.00 15,000
387 kitchen equipment feeds and connections 1 ls 25,000.00 25,000
388 260000 SUBTOTAL 3,391,750
389 260000
390 260000 D5020 LIGHTING & POWER
391 260000 Lighting & Branch Power
392 260000 Lighting (fixtures + install) includes lighting circuitry 105,750 gsf 10.00 1,057,500
393 260000 Lighting controls
394 260000 Networked lighting control system 105,750 gsf 1.50 158,625
395 260000 Branch devices
396 260000 Receptacles/device boxes + wiring 105,750 gsf 4.00 423,000
397 260000 SUBTOTAL 1,639,125
398 260000
399 260000 D5030 COMMUNICATION & SECURITY SYSTEMS
400 260000 Technology Systems
401 260000 Procured & installed during the Equipment Phase (FF&E)
402 260000 Instructional Video Presentation Equipment FF&E
403 260000 Computer Network Equipment FF&E
404 260000 Computer carts & lockers FF&E
405 260000 Network copier/printer equipment FF&E
406 260000 Portable Video presentation system FF&E
407 260000 Cafeteria POS equipment FF&E
408 260000 Visitor management system FF&E
409 260000 Short throw projectors including cabling FF&E
410 260000 Telecommunications - Voice/Data Structured Cabling System
411 Network switches, routers, firewalls, servers, VOIP, etc 1 ls FF&E
412 Telcom devices, cabling and rough-in 105,750 gsf 3.50 370,125
413 260000 Digital Signage System
414 260000 Digital Signage System 105,750 gsf 0.50 52,875
415 260000 Flat panel display; 4 screens Included above
416 260000 Magic info messaging software Included above
417 260000 Digital site signage system rough-in and cabling Included above
418 260000 Fire Alarm
419 FA system 105,750 gsf 2.50 264,375
420 Mass Notification 105,750 gsf 0.50 52,875
421 Temporary fire alarm system 105,750 gsf 0.25 26,438
422 260000 Distribution Antennae System
423 260000 BDA/DAS system, allow 105,750 gsf 0.75 79,313
Amherst Elementary School PSR 6.1.22 FINAL Page 96 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
424 260000 BDA annunciator Included above
425 260000 Splitter Included above
426 260000 Police/Fire/School panels Included above
427 260000 Lightning & surge protection unit Included above
428 260000 Rough-in Included above
429 260000 Distributed Communication - Public Address System + Clock system
430 260000 Complete package 105,750 gsf 1.50 158,625
431 Classroom Audio (Speech amplification)
432 260000 Speech amplification 45 rms 3,500.00 157,500
433 260000 Audio Visual Systems
434 260000 General building AV equipment By Owner
435 260000 Rough-in 105,750 gsf 0.75 79,313
436 260000 Gymnasium sound system, allow 1 ls 15,000.00 15,000
437 260000 Cafeteria sound system, allow 1 ls 20,000.00 20,000
438 260000 Cafeteria Projector 1 ls 25,000.00 25,000
439 260000 Music Room 1 ls 10,000.00 10,000
440 Cafetorium
441 Stage lighting and dimming package, allow 1 ls 75,000.00 75,000
442 260000 Video Management - CCTV System
443 260000 Head end + cameras 105,750 gsf 3.00 317,250
444 260000 Access Control- Intrusion Alarm
445 260000 Head end + devices 105,750 gsf 1.50 158,625
446 260000 SUBTOTAL 1,862,314
447 260000
448 260000 D5040 OTHER ELECTRICAL SYSTEMS
449 260000 Common Work Results
450 Lightning Protection 56,033 sf 0.50 28,017
451 Demolition work 1 ls 35,000.00 35,000
452 Temp power and lights 1 ls 85,000.00 85,000453 Coordination study 1 ls 5,000.00 5,000
454 Coordination, BIM 1 ls 96,000.00 96,000
455 Permits and fees 1 ls 70,000.00 70,000
456 260000 SUBTOTAL 319,017
457
458 TOTAL - ELECTRICAL $7,212,206
459
460
461 E10 EQUIPMENT
462
463 E10 EQUIPMENT, GENERALLY
464
465466 113100 APPLIANCES
467 113100 Residential appliances; allowance 1 ls 16,000.00 16,000
468
469 114000 FOODSERVICE EQUIPMENT
470 114000 Kitchen equipment 1 ls 750,000.00 750,000
471
472 115213 PROJECTION SCREENS
473 115213 Projection screen - 12' wide; cafeteria, stage 2 ea 8,000.00 16,000
474
475 116200 THEATRE EQUIPMENT
476 116200 Curtain and rigging 1 ls 30,000.00 30,000
477 116200
478
479 116600 ATHLETIC EQUIPMENT
480 116600 Gym, PT and De-esc wall pads; bleachers, basketball backstops etc. 1 ls 160,000.00 160,000
481 SUBTOTAL 972,000 482
Amherst Elementary School PSR 6.1.22 FINAL Page 97 PMC - Project Management Cost
Amherst Elementary School 1-Jun-22Amherst, MA
PSR Submission Estimate GFA 105,750
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITE - NEW TWO STORY OPTION 6
483 TOTAL - EQUIPMENT $972,000
484
485
486 E20 FURNISHINGS
487
488 E2010 FIXED FURNISHINGS
489
490 122100 WINDOW TREATMENT
491 122100 Shades complete 11,445 sf 8.00 91,560
492
493 123000 CASEWORK
494 123000 Miscellaneous casework 1 ls 1,500,000.00 1,500,000
495 SUBTOTAL 1,591,560 496
497 E2020 MOVABLE FURNISHINGS498 All movable furnishings to be provided and installed by owner
499 SUBTOTAL NIC 500
501 TOTAL - FURNISHINGS $1,591,560
502
503
504 F10 SPECIAL CONSTRUCTION
505
506 F10 SPECIAL CONSTRUCTION507 SUBTOTAL - 508
509 TOTAL - SPECIAL CONSTRUCTION
510
511
512 F20 SELECTIVE BUILDING DEMOLITION
513
514 F2010 BUILDING ELEMENTS DEMOLITION515 SUBTOTAL - 516
517 F2020 HAZARDOUS COMPONENTS ABATEMENT518 02121 See main summary for HazMat allowance See Summary
519 SUBTOTAL520
521 TOTAL - SELECTIVE BUILDING DEMOLITION
TRADE SUBTOTAL $48,288,799
Amherst Elementary School PSR 6.1.22 FINAL Page 98 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW TWO STORY OPTION 6
1 G SITEWORK 540,000 sf -
2
3 G10 SITE PREPARATION & DEMOLITION4
311000 GENERAL CONDITIONS 5 311000 6' high site construction fence 2,850 lf 20.00 57,000
6 311000 Site construction fence gates and entrance - assume 1 loc 15,000.00 15,000
7 311000 Mobilizations 1 ea 50,000.00 50,000
8 311000 Temp laydown areas 1 acres 10,000.00 10,000
9 311000 Temporary construction signs 1 ls 5,000.00 5,000
10 311000 Layout/As-builts/Survey 1 ls 15,000.00 15,000
11311000 PHASING
12 312000 Allowance for phasing/logistics 1 ls 250,000.00 NR
13311000 SITE DEMOLITION AND RELOCATIONS
14 311000 Pulverize pavement for reuse 11,111 sy 9.00 99,999
15 311000 Stockpile pulverized material for reuse 1,852 cy 2.50 4,630
16 311000 Demolish existing concrete walk 20,000 sf 1.50 30,000
17 311000 Miscellaneous site demolition; furnishings, concrete pads,
signs etc
1 ls 50,000.00 50,000
18311000 UTILITY DEMOLITION
19 311000 Demolish existing utility lines 500 lf 25.00 12,500
20 311000 Demolish existing utility structures 1 ea 500.00 500
21 311000 Cut/cap utility lines 1 ls 30,000.00 30,000
22
23 311000
24312000 EROSION & SEDIMENT CONTROL
25 312000 Silt Fence; installation and removal 2,850 lf 12.00 34,200
26 312000 Street sweeping & dust control allowance 1 ls 35,000.00 35,000
27 312000 Erosion Control monitoring & maintenance 1 ls 25,000.00 25,000
28 SUBTOTAL 473,829
29
30312000 SITE EARTHWORK
31 312000 Site Earthwork
32 312000 Cut and fills; allowance 29,772 cy 10.00 297,720
33 312000 Cut and dispose 30,000 cy 30.00 900,000
34 312000 Excavate and dispose for compensatory story; assume 2 ft 4,148 cy 36.00 NR
35 312000 Fill Req. to raise site 229,666 sf
36 312000 Fill - imported to raise paving and fields 1ft 8,506 cy 28.00 NR
37 312000 Sub grade establishment and fine grading 25,518 sy 3.25 82,934
38
39312000 HAZARDOUS MATERIALS
40 312000 None included Excluded
41 SUBTOTAL 1,280,654
42
43 G20 SITE IMPROVEMENTS
48320000 ROADWAYS AND PARKING LOTS
49 Asphalt Paving; parking lots and roadway 99,300 sf
50 312000 gravel base; 12" thick 3,678 cy 45.00 165,510
51 320000 asphalt top; 1.5" thick 949 tns 220.00 208,780
52 320000 asphalt binder; 2" thick 1,268 tns 190.00 240,920
53 320000 Geosynthetic reinforcing grid 99,300 sf 0.95 NR
54 320000 CURBING
55 320000 Vertical granite curb 4,641 lf 48.00 222,768
56 320000 ADA Curb cuts - assume 5 ea 850.00 4,250
57 320000 ROAD MARKINGS AND SIGNS
58 320000 Sign allowance 1 ls 30,000.00 30,000
Amherst Elementary School PSR 6.1.22 FINAL Page 99 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW TWO STORY OPTION 659 320000 Pavement markings allowance 1 ls 20,000.00 20,000
60 320000 Crosswalk hatching - allowance 2 loc 2,500.00 5,000
61 320000 SUBTOTAL 897,228
62
63 320000 PEDESTRIAN PAVING
64 Allowance for pedestrian walks; Concrete 7,500 sf
65 312000 gravel base; 8" thick 186 cy 45.00 8,370
66 320000 Concrete slab paving; 4" thick 7,500 sf 12.00 90,000
67 Allowance for Concrete Vehicular 0 sf
68 312000 gravel base; 12" thick 0 cy 45.00 NR
69 320000 Concrete slab paving; 8" thick 0 sf 18.00 NR
67 Allowance for pedestrian walks; Concrete, colored (changed to
regular)
17,000 sf
68 312000 gravel base; 8" thick 422 cy 45.00 18,990
69 320000 Concrete slab paving; 4" thick colored 17,000 sf 12.00 204,000
67 Allowance for pedestrian paving; Bit Conc with colored surface 42,366 sf
68 312000 gravel base; 8" thick 1,051 cy 45.00 47,295
69 320000 Asphalt paving 4,707 sy 32.00 150,624
70 320000 Premium for colored surface 42,366 sf 2.25 95,324
71 Allowance for pedestrian paving; Bit Conc 16,250 sf
72 312000 gravel base; 8" thick 403 cy 45.00 18,135
73 320000 Asphalt paving 1,806 sy 32.00 57,792
74 Allowance for courtyard pavement 0 sf
75 312000 gravel base; 8" thick 0 cy 45.00 NR
76 320000 Concrete slab paving; 4" thick 0 sf 12.00 NR
77 SUBTOTAL 690,530
78
79 320000 SITE IMPROVEMENTS
80 320000 SITE FURNISHINGS
81 320000 Outdoor classroom - equipment and site furnishings 1 ls 75,000.00 75,000
82 320000 Flag poles 2 loc 8,000.00 16,000
83 320000 Benches; stainless steel 20 loc 3,000.00 60,000
84 320000 Benches; concrete 14 loc 5,000.00 70,000
85 320000 Bollards; stainless steel, includes base 40 loc 2,900.00 116,000
86 320000 Bollards; standard 20 loc 1,600.00 32,000
87 320000 Bicycle racks 50 loc 1,500.00 75,000
88 320000 Recycling/trash 3 loc 2,800.00 8,400
89 320000 PLAY AREAS
90 Playground - pour-in-place safety surfacing - assume 14,100 sf
91 320000 gravel base; 8" thick 350 cy 45.00 15,750
92 320000 Pour-in-place safety surface 14,100 sf 32.00 451,200
93 320000 Edging 669 lf 45.00 30,105
94 320000 Allowance for play equipment 1 ls 400,000.00 400,000
95 320000 FENCING
96 320000 Allowance for fencing at fields 800 lf 65.00 NR
97
98 Allowance for baseball backstop, bases, benches etc. 1 ls 75,000.00 NR
99 Allowance for softball backstop, bases, benches etc. 1 ls 65,000.00 NR
100
101 51200 Canopy for PV system 10,700 sf 24.00 256,800
102
103 SUBTOTAL 1,606,255
Amherst Elementary School PSR 6.1.22 FINAL Page 100 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW TWO STORY OPTION 6104
105 329900 SITE WALLS
106 330000 Seat walls 60 lf 750.00 45,000
107 330000 Steps 1 ls 50,000.00 50,000
108 330000 Retaining walls 4,101 sf 60.00 246,060
109 SUBTOTAL 341,060
110
111 Landscaping
112 320000 ATHLETIC LANDSCAPING; Multi-Purpose Field 47,250 sf
113 329000 Topsoil - imported 12" thick 1,750 cy 70.00 122,500
114 329000 Drainage base 12" 1,750 cy 42.00 73,500
115 329000 Fine grade 47,250 sf 0.20 9,450
116 329000 Seeding 47,250 sf 0.75 35,438
117 329000 Flat drains 47,250 sf 1.00 47,250
118 329000 Irrigation 47,250 sf 1.25 59,063
119 Softball Field 0 sf
120 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
121 329000 Drainage base 12" 0 cy 42.00 NR
122 329000 Fine grade 0 sf 0.20 NR
123 329000 Seeding 0 sf 0.75 NR
124 329000 Irrigation 0 sf 1.25 NR
125 329000 Flat drains 0 sf 1.00 NR
126 329000 Infield mix 200 tn 225.00 NR
127 Baseball Field 0 sf
128 329000 Topsoil - imported 12" thick 0 cy 70.00 NR
129 329000 Drainage base 12" 0 cy 42.00 NR
130 329000 Fine grade 0 sf 0.20 NR
131 329000 Seeding 0 sf 0.75 NR
132 329000 Irrigation 0 sf 1.25 NR
133 329000 Flat drains 0 sf 1.00 NR
134 329000 Infield mix 225 tn 225.00 NR
135 329900 LAWN AND SEED
136 329900 Topsoil - reuse existing 5,486 cy 26.00 142,636
137 329900 Soil and mulch at planting areas; 18" thick 2,667 cy 70.00 186,690
138 329900 Allowance for loam and seed allowance 296,234 sf 0.35 103,682
139 329900 Bioswale/Raingarden seed mix 29,138 sf 0.55 16,026
140 329900 TREES
141 329900 Trees; 3-1/2" Cal 100 ea 2,000.00 200,000
142 329900 SHRUBS
143 329900 Allowance for shrubs in courtyard 8,000 sf 8.00 64,000
144 329900 Allowance for shrubs 40,000 sf 8.00 320,000
145 SUBTOTAL 1,380,235
146
147 G30 CIVIL MECHANICAL UTILITIES
148210000 FIRE + WATER
149 210000 12" CLDI; Loop 1,900 lf 150.00 285,000
150 210000 8" CLDI 150 lf 90.00 13,500
151 210000 Fire department connection 1 ea 2,500.00 2,500
152 331000 Connect to existing water line; 12 live tap 1 ea 20,000.00 20,000
153 SUBTOTAL 321,000
153
154333000 SANITARY SEWER
155 333000 8" PVC 700 lf 60.00 42,000
Amherst Elementary School PSR 6.1.22 FINAL Page 101 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW TWO STORY OPTION 6156 333000 Replace duplex ejector/lift station 1 ea 75,000.00 75,000
157 333000 SMH 3 ea 4,500.00 13,500
158 333000 Grease trap - assumed 4,000 gal. 1 ea 10,000.00 10,000
159 333000 Connect to existing structure (inside site) 1 ea 5,000.00 5,000
160 SUBTOTAL 145,500
161
162334000 STORM DRAINAGE
163 334000 Allowance for stormwater piping, structures, WQS + OCS etc. 158,666 sf 6.00 951,996
164334000 SURFACE DRAINAGE SYSTEMS
165 Bio retention - profile below assumed 29,138 sf
166 312000 shape basins 29,138 sf 2.50 72,845
167 320000 mulch 270 cy 50.00 13,500
168 320000 24" Planting soil mix 2,158 cy 60.00 129,480
169 320000 12" Sand 1,079 cy 40.00 43,160
170 320000 4" Double washed pea stone 356 cy 50.00 17,800
171 334000 4" PVC pipe; allowance 100 lf 40.00 4,000
172 334000 12" Pipe bedding 1,079 cy 40.00 43,160
173334000 SUBSURFACE DRAINAGE SYSTEMS
174 334000 Underground infiltration system NR
175 SUBTOTAL 1,275,941 176
177178 330000 Gas service
179 330000 E&B trench for new gas pipe 800 lf 25.00 NR
180 SUBTOTAL - 181
182
183 G40 ELECTRICAL UTILITIES184 Site Civil for Electrical
185 Concrete:
186 Primary duct bank (allow) 800 lf 30.00 24,000
187 Secondary duct bank 60 lf 40.00 2,400
188 Generator duct bank 60 lf 20.00 1,200
189 Communications duct bank 800 lf 20.00 16,000
190 Transformer pad 1 ea 2,000.00 2,000
191 Generator pad 1 ea 2,000.00 2,000
192 Excavation & Backfill:
193 Primary duct bank 800 lf 30.00 24,000
194 Secondary duct bank 60 lf 28.00 1,680
195 Generator duct bank 60 lf 22.00 1,320
196 Communications duct bank 800 lf 22.00 17,600
197 Power
198 Utility company back charges (allow) 1 ls By Owner
199 New manhole 1 ea 8,500.00 8,500
200 Utility company pad mounted transformer Utility co.
201 Primary duct bank 2-4" empty conduit 800 lf 40.00 32,000
202 4000A Secondary duct bank, allow 60 lf 1,470.00 88,200
203 2000A and 100A Generator duct bank, allow 60 lf 1,025.00 61,500
204 Communications , allow
205 Utility company back charges (allow) 1 ls By Owner
206 Telecom duct bank 4-4" conduits 800 lf 80.00 64,000
207 New manhole 1 ea 8,500.00 8,500
208 Site Lighting
209 Site lighting and circuitry; 25 ft Poles lights 19 ea 5,500.00 104,500
210 Site lighting and circuitry; 12 ft Poles lights pedestrian 29 ea 3,000.00 87,000
211 Site Security , allow
212 Pole cameras and circuitry 1 ls 25,000.00 25,000
Amherst Elementary School PSR 6.1.22 FINAL Page 102 PMC - Project Management Cost
1-Jun-22Amherst Elementary SchoolAmherst, MA
PSR Submission Estimate
CSI UNIT EST'D SUB TOTAL
CODE DESCRIPTION QTY UNIT COST COST TOTAL COST
WILDWOOD SITEWORK - NEW TWO STORY OPTION 6213 EV Charging Stations (allow)
214 40A VCS feed and controls (allow) 4 loc 8,500.00 34,000
215 SUBTOTAL 605,400 216
217218
TOTAL - SITE DEVELOPMENT OPTION 6 $9,017,632
Amherst Elementary School PSR 6.1.22 FINAL Page 103 PMC - Project Management Cost
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