S02 - 15 578-18-024 BOD.pdf

Design Narrative Hines VA – SCI Rec Activity Area

BID DOCUMENTS

January 12, 2024

VA Contract No: 36C2519D0037

VA Project No: 578-18-024

Hines VA Medical Center

5000 5th Ave, Hines, IL 60141

Project Contacts:

OWNER: Hines VA

Attn: Charles Smith

5000 5th Ave, Hines, IL 60141

Phone: (708)202-8387 x22605

Email: Charles.Smith19@va.gov

PROJECT MANAGER: Guidon Design, Inc.

Attn: Stacey Paul

1221 N. Pennsylvania St.

Indianapolis, Indiana 46202

Phone: (317) 800-6388 x104

Email: spaul@guidondesign.com

CIVIL ENGINEER: Guidon Design, Inc.

Attn: David Kuehnen

Indianapolis, Indiana 46202

Phone: (317) 800-6388 x175

Email: dkuehnen@guidondesign.com

STRUCTURAL ENGINEER: Guidon Design, Inc.

Attn: Andrew Kennedy

Indianapolis, Indiana 46202

Phone: (317) 800-6388 x121

Email: akennedy@guidondesign.com

ELECTRICAL ENGINEER: MES Group Inc.

Attn: David Keith

550 N Reo St., Suite 203

Tampa, FL 33609

Phone: (813) 289-4700

Email: David.Keith@MESGroupinc.com mailto:spaul@guidondesign.com mailto:dkuehnen@guidondesign.com mailto:akennedy@guidondesign.com mailto:David.Keith@MESGroupinc.com

PLUMBING ENGINEER: MES Group Inc.

Attn: Nick P. Stephenson, PE

Principal

550 N Reo St., Suite 203

Tampa, FL 33609

Phone: (813) 289-4700

Email: Nick.Stephenson@MESGroupinc.com mailto:Nick.Stephenson@MESGroupinc.com

TABLE OF CONTENTS

I. Executive Summary ......................................................................................... Page 3

II. Narratives

II.1 Civil Engineering ........................................................................................... Page 4

II 2.Structural Engineering ................................................................................. Page 5

II.3 Electrical & Plumbing Engineering .............................................................. Page 6

III. Appendix A – Cost Estimate

IV. Appendix B - QC Form

V. Appendix C – VA Checklists

I. EXECUTIVE SUMMARY

The VA Hines located 5000 5th Ave, Hines, IL 60141 has identified a desire to construct an outdoor sports court for the benefit of their Spinal Cord Injury (SCI) inpatients on extended stays. The court is to be capable of being used for multiple sports including

Boccia Ball, Basketball, Pickleball and Shuffleboard.

II. DESIGN NARRATIVES

1. Civil Engineering

Applicable Codes

The project disturbed area is less than 1 acre (approx. 12,000 sft) and therefore does not need coverage under the National Pollutant Discharge Elimination System (NPDES).

Existing Conditions:

The project is in a mulched area between Buildings 1 and 221. The area was previously used as an outdoor playground, after the playground was removed the area was covered in 1-2 feet of mulch. There are 3 storm structures present in the grassy area, 2 of which are buried in mulch and debris. The area slopes northward onto the parking lot where additional storm inlets collect the runoff.

New Work:

The proposed site layout was developed based on the modified layout in the SOW. These plans were presented at the second kickoff meeting so that the A/E could review the layout requested with the VA personnel while on campus. Based on VA feedback during this meeting, the current 60% submission contains the approved configuration of how the recreational area can be laid out on the site.

The proposed plan will locate the multisport court in the mulched area taking most of the width between building 1 and the building 221. The court areas will be enclosed in a fence.

The fence will have a height of 12 feet along the northern portion of the fenced enclosure and then have a height of 8 feet along the western portion of the fenced enclosure. The fenced area will be accessible through 2 gates, one at the NE corner and one at the SE corner. Discussions with the VA indicated that they would like to have additional buffer areas around the playing areas. The VA personnel present at the meeting indicated that the patients using the site would require shade to control their body temperature. A shade structure has been included in the design. Three awing designs were submitted to the VA and a six-post dual panel option was selected. It will be located over the Shuffleboard and Boccia Ball areas.

A wall-mounted bottle filling station will be added to the north side of building 221. It will be supplied from an existing restroom located inside the north side of building 221.

A free-standing 10’ x 10’ storage structure will be added to the southwest corner of the fenced enclosure. The storage structure will have a translucent roof panel to illuminate the interior and shelving on two of the interior walls.

In addition to the shade structure, a new structural canopy is to be installed over the existing accessibility ramp leading into building 221, located at the southwest corner of the site. This canopy will consist of a roof structure to protect the ramp from falling debris from building 1.

It will be supported with steel, galvanized columns. The eastern columns will be mounted to the top of the existing retaining walls while the western columns will have new structural foundations. The roof will slope from the east edge to the west edge with the east edge being above the adjacent edge of building 221 to allow for natural light into the area. Stormwater will be directed to a gutter along the western edge which will direct stormwater, via a downspout, to the existing site stormwater system. The existing ground mounted handrail on the ramp will be replaced with a handrail mounted to the new canopy supports and/or the top of the existing retaining wall.

Stormwater will be managed with a rain garden and an underground detention system. The site layout is separated into two sections, with a long rectangular rain garden between them.

This will collect runoff and direct it to the underground detention system. The existing storm infrastructure on the site will need to be removed due to its proximity to playing areas of the courts. All stormwater, existing and proposed, will be routed north to existing inlets.

Phasing:

The project is located in a non-critical area for the hospital routine and may be completed in one phase. Contractor shall coordinate any activities that may disrupt hospital activities with the VA prior to beginning work.

2. Structural Engineering

Design codes:

• IBC 2021 - "International Building Code"

• ASCE 7-22

• ACI Standard 318-19, "Building Code Requirements for Structural Concrete", American

Concrete Institute

• AISC Steel Construction manual, 15th edition

• Significant variations from the above in local building codes shall be brought to the attention of the structural engineer, for approved substitution prior to their use in the structural design.

Structural loading criteria:

Roof live loads shall be based on geographical location and local governing building code requirements; however, they shall not be less than 20 psf. Where the roof elevations of the structures vary, snow drift loads will be considered.

The snow, wind and seismic loads will be based on the following criteria:

o Snow Load Design Data:

▪ Ground Snow Load, pg = 54 psf

▪ Low-slope Roof Snow Load, pf = 20 psf

▪ Snow Exposure Factor, Ce = .9

▪ Thermal Factor, Ct = 1.2

▪ Snow Load Importance Factor, Is = 1.0 o Wind Load Design Data

▪ Basic Wind Speed (3-second gust), V = 107 mph

▪ Wind Exposure = B o Seismic Load Design Data:

▪ Short Period Spectral Response, Ss = 0.16g

▪ 1-Second Spectral Response, S1 = 0.07g

▪ Seismic Importance Factor, I = 1.0

▪ Occupancy Category = II

▪ Seismic Design Category = B

▪ Site Classification = D (assumed)

▪ Short Period Spectral Response Coefficient, Sds = 0.13

▪ 1-second Spectral Response Coefficient, Sd1 = 0.10

▪ Basic Structural System / Seismic Resisting System: Steel systems not specifically designed for seismic resistance, excluding cantilever column systems

▪ Analysis Procedure Utilized = Equivalent Lateral Force Procedure

▪ Response Modification Coefficient, R = 3

Structural narrative:

Two new canopies will be constructed as part of this project. The first canopy will be a prefabricated fabric canopy installed over the new recreation courts. Drilled pier foundations will be used to support this canopy. The second canopy will be a steel framed structure located between buildings 1 and 221 over the existing ramp and stairway that leads to the entrance of building 221. The roof of the canopy will consist of 1 ½” metal deck supported by steel framing structural members. Wide-Flange steel columns will carry the load down to the foundations. Half of the columns will be supported by new drilled pier foundations, while the other half will be supported by the existing 12” concrete ramp wall. Lateral loads for the structure will be resisted by a moment frame system and moment frame connections to the columns.

3. Electrical and Plumbing Engineering

Applicable Codes

a. Electrical Design Manual; 12/1/2019

b. ICC, International Building Code, 2021 Edition

NFPA 70-2023 National Electrical Code

c. NFPA 101 Life Safety Code, 2021 Edition

Existing Conditions:

There is currently no surveillance (security cameras) located in the proposed project area.

a) Electrical & Plumbing:

The plan is to install four weatherproof/GFCI electrical outlets on the awning posts and should be evenly spaced throughout the project area. Also, two duplex outlets shall be installed on fence posts near the table concrete area and appropriately spaced. New surface mounted lights with integrated photosensor shall be furnished and installed under the canopy structure. Additionally, one flood light with integrated photosensor shall be installed on the northern post of the sliding gate. Power shall also be required for the new exterior drinking fountain to be installed near building 221 ramp. (3) 20-amp single pole breakers shall be required for power provision of the receptacles, the drinking fountain, and the security flood light. Power shall be pulled from the new load-center, ‘NLRP-3B’ to be provided in room C103 of building 221. For the drinking fountain a 20 Amp GFCI breaker shall be used from the new load-center ‘NLRP-3B’. To provide power allocation for load-center ‘NLRP-3B’, utilize existing panel ‘NLRP-3’ in room C103 from building 221 as the main power source. Pull out (3) 20 Amp single pole breakers from circuit# 16, 18, 20 and replace these breakers with a new 3 pole 50 Amp breaker inside existing panel ‘NLRP-3, this 50 Amp breaker shall be used to feed the new load-center ‘NLRP-3B’. ‘NLRP-3B’ shall be provided with minimum (8) 20 Amp single pole breakers, where (3) breakers shall feed the relocated circuits of the single pole breakers to be removed from panel ‘NLRP-3’ (circuit# 16, 18, 20), (3) breakers to feed the receptacles, drinking fountain and flood light and (2) breakers to be labeled as spare.

For the surface mounted lights on the canopy, contractor shall reuse the existing circuit for the exterior wall sconce to be removed and extend the existing circuit to the new canopy lights. The overall load can be considered to be negligible.

A new exterior wall mounted bottle filling station shall be furnished and installed near building 221 ramp. Domestic water shall be connected from the bathroom as shown on the drawing. The sanitary pipe will be discharged on the ground as shown on the detail.

Wiring Methods:

1. In general, interior raceways shall be electrical metallic tubing (EMT), and transition to rigid at penetrations to exterior.

2. Poly-vinyl chloride (PVC) 40 will be used for underground installations. Rigid galvanized steel (RGS) conduit or intermediate metal conduit (IMC) will be used for exposed exterior work where subject to damage.

3. A complete conduit system will be installed as required to provide circuiting and switching arrangements necessary. Conduit sizes shall be as required by code, but a minimum of ¾” will be required per standards and specifications. All conduits shall be routed concealed in finished spaces. Conduits may only be exposed in mechanical, electrical equipment rooms, and unfinished storage spaces. Conduits shall be routed parallel and perpendicular to lines of construction, including conduits routed above accessible ceiling cavities.

4. Standard fittings, hangers, supports, etc. shall be utilized to properly attach conduits, outlet boxes, pull boxes, cabinets, etc. to provide a complete raceway system.

5. A properly sized equipment grounding conductor shall be provided in each feeder and branch circuit conduit throughout the system.

6. For Rigid Steel and IMC conduit fittings, only steel or malleable iron materials will be acceptable. All fittings for use with RMC and IMC shall be threaded.

7. For EMT conduit fittings, only steel or malleable iron materials will be acceptable.

All couplings and connectors for use with EMT conduit will be set screw type, indentation type fittings will not be acceptable. Die-cast or pressure-cast zinc-alloy fittings are not acceptable.

8. Flexible Steel conduit fittings will be clamp-type, with insulated throat.

9. Liquid-tight Flexible Metal conduit fitting will be steel or malleable iron.

Connectors shall have insulated throats.

10. All conductors shall be copper.

11. Identification: All conduits shall be color coded. Color coding shall conform to the existing wiring system. All branch circuits shall be identified with circuit labels at point of use and all splices. All junction boxes and equipment shall be labeled.

Raceway Systems

1. Fire stopping for all penetrations of rated walls shall be in accordance with all applicable UL standards, and will be detailed in the specifications.

2. Raceways to be installed per ANSI/TIA/EIA-569-C standards. Raceway size to be

3/4” conduit at a minimum.

Appendix A

Cost Estimate

Hines VA SCI Rec Activity Area Guidon

Project Summary

HINES VA SCI REC ACTIVITY AREA

Hines, Illinois Project No: 578-18-024

Bid Document Opinion of Probable Construction Cost Project Summary

BASE BID CONSTRUCTION COSTS:

Base Bid 1,372,883$

ALTERNATES:

Deduct Alternate - Canopy Deduct (237,341)$

CLARIFICATIONS & QUALIFICATIONS:

The bid document opinion of probable construction cost is based on documents prepared by the office of Guidon dated December 28, 2023, and discussions with their staff.

The estimate is predicated on typical market conditions for a federal government project located in northern Illinois and assumes the receipt of four or more competitive bids from qualified SDVOSB approved general contractors.

The estimate is predicated upon the receipt of unified bids from general contractors with appropriate levels of competition at the subcontract and materials vendor levels. Single or limited source selection of prime or major sub contractors, materials, equipment or systems packages will adversely impact the estimate.

After a maximum of four months, the estimate should be updated to reflect current market conditions.

The estimate is based on current information, and the scope should be reviewed to ensure that our interpretation of the drawings and other information is correct.

The cost estimate should be updated as the design evolves and is completed.

The cost estimate represents our opinion of probable construction cost for this project.

We have exercised due professional diligence in the preparation of the estimate; and, since we have no control over final design decisions, contractor or vendor bidding strategies and market conditions, no guarantee is given or implied with the estimate.

In preparing the estimate reference was made to R.S. Means Building Construction Cost 2023 for some labor productivity factors and materials pricing. Labor rates were based on reference to Davis Bacon General Decision No. IL20230009 10/20/23 (Collected on 10/23/23).

Pricing is also derived from our in-house files.

The Estimate Excludes:

Professional fees, testing, financing and other Owner's soft costs, Furnishings and equipment other than those shown in the body of the estimate, Construction contingencies, Utility companies tap/service charges, Building permits, Builder's risk insurance, Design contingencies.

Blundall Associates, Inc.

December 20, 2023

Project Summary

Prepared By:

Bryan Smedberg, CPE (CPE Number 1.4-000677-1209)

Blundall Assocates, Inc.

Fort Wayne, IN 46804

(260)489-8444

Blundall Associates, Inc.

Base Bid Summary

HINES VA SCI REC ACTIVITY AREA

Project No: 578-18-024

Hines, Illinois

Bid Document Opinion of Probable Construction Cost Base Bid Summary

Materials Labor Equipment Total System

Cost Cost %

Div 01 - Special General Conditions/Requirements -$ -$ -$ -$ 0.00%

Div 02 - Existing Conditions -$ -$ -$ -$ 0.00%

Div 03 - Concrete 6,380.83$ 16,512.56$ 2,184.64$ 25,078.03$ 2.97%

Div 04 - Masonry -$ -$ -$ -$ 0.00%

Div 05 - Metals 57,011.00$ 16,645.45$ 4,807.75$ 78,464.20$ 9.30%

Div 06 - Wood, Plastics and Composites 469.00$ 1,380.20$ -$ 1,849.20$ 0.22%

Div 07 - Thermal and Moisture Protection 12,722.44$ 12,291.10$ 244.33$ 25,257.87$ 2.99%

Div 08 - Openings -$ -$ -$ -$ 0.00%

Div 09 - Finishes 939.28$ 1,722.80$ -$ 2,662.08$ 0.32%

Div 10 - Specialties -$ -$ -$ -$ 0.00%

Div 11 - Equipment -$ -$ -$ -$ 0.00%

Div 12 - Furnishings -$ -$ -$ -$ 0.00%

Div 13 - Special Construction -$ -$ -$ -$ 0.00%

Div 14 - Conveying Equipment -$ -$ -$ -$ 0.00%

Div 21 - Fire Suppression -$ -$ -$ -$ 0.00%

Div 22 - Plumbing 4,736.99$ 4,209.92$ -$ 8,946.91$ 1.06%

Div 23 - Heating, Ventilating and Air Conditioning -$ -$ -$ -$ 0.00%

Div 25 - Integrated Automation -$ -$ -$ -$ 0.00%

Div 26 - Electrical 9,129.63$ 13,180.53$ -$ 22,310.16$ 2.64%

Div 27 - Communications -$ -$ -$ -$ 0.00%

Div 28 - Electronic Safety and Security -$ -$ -$ -$ 0.00%

Div 31 - Earthwork 16,051.66$ 71,316.92$ 14,992.69$ 102,361.27$ 12.13%

Div 32 - Exterior Improvements 194,190.32$ 195,066.56$ 4,745.64$ 394,002.52$ 46.70%

Div 33 - Utilities 97,826.98$ 60,744.11$ 24,168.32$ 182,739.41$ 21.66%

399,458 393,070 51,143 843,672$ 100.00%

General Conditions 10.00% 84,367

General Contractor's Overhead 10.00% 92,804

General Contractor's Profit 10.00% 102,084

Contractor's Performance/Payment Bonds 1.25% 14,037

1,136,964$

Design Contingency 0.00% -$

Escalation Contingency 5.00% 56,848

Market Conditions/Limited Bid Competition 15.00% 179,072

TOTAL CONSTRUCTION COST (Excluding Construction Contingency) 1,372,883$

Blundall Associates, Inc.

Base Bid

SHEET NO.

OF

ESTIMATOR

Blundall Associates, Inc.

NEW ALT. INDEX

NO.

SYSTEM/SUBSYSTEM TOTAL

QUANTITY UNIT $/UNIT TOTAL QUANTITY UNIT $/UNIT TOTAL QUANTITY UNIT $/UNIT TOTAL COST

Div 01 - SPECIAL GENERAL REQUIREMENTS No Work Scope

Div 02 - EXISTING CONDITIONS No Work Scope

Div 03 - CONCRETE

Continuous Wall Footings:

Concrete wall footings 5 CY 177.00 $ 885.00 5 CY 114.81 $ 574.05 5 CY 31.35 $ 156.75 $ 1,615.80

Formwork to wall footings 81 LF 3.30 $ 267.30 81 LF 27.42 $ 2,221.02 81 LF - $ - $ 2,488.32

Keyway 81 LF 0.67 $ 54.27 81 LF 2.42 $ 196.02 81 LF - $ - $ 250.29

Reinforcing steel 148 LBS 0.64 $ 94.72 148 LBS 1.32 $ 195.36 148 LBS - $ - $ 290.08

Concrete Foundation Walls & Grade Beams:

Concrete foundation walls 8 CY 177.00 $ 1,416.00 8 CY 114.81 $ 918.48 8 CY 31.35 $ 250.80 $ 2,585.28

Formwork to concrete foundation walls 514 SF 2.06 $ 1,058.84 514 SF 12.90 $ 6,630.60 514 SF - $ - $ 7,689.44

Reinforcing steel 331 LBS 0.64 $ 211.84 331 LBS 0.93 $ 307.83 331 LBS - $ - $ 519.67

ESTIMATE WORKSHEET

PROJECT

NO.

578-18-024

LOCATION; Hines, Illinois PROJECT NAME: Hines VA SCI Rec Activity Area

TYPE OF

EST. Bid

Documents

BUILDING NO./NOS. Base Bid ESTIMATE NO. 4

CODE MATERIALS LABOR EQUIPMENT

Blundall Associates, Inc.

Base Bid

Concrete Column Bases & Piers:

Concrete column bases 3 CY 177.00 $ 531.00 3 CY 454.10 $ 1,362.30 3 CY 31.35 $ 94.05 $ 1,987.35

Formwork to concrete column bases 72 SF 2.06 $ 148.32 72 SF 13.49 $ 971.28 72 SF - $ - $ 1,119.60

Concrete piers 1 CY 177.00 $ 177.00 1 CY 454.10 $ 454.10 1 CY - $ - $ 631.10

Formwork to piers 29 SF 2.06 $ 59.74 29 SF 15.10 $ 437.90 29 SF - $ - $ 497.64

Reinforcing steel 470 LBS 0.64 $ 300.80 470 LBS 1.32 $ 620.40 470 LBS - $ - $ 921.20

Earthwork:

Foundation excavation 71 CY - $ - 71 CY 17.70 $ 1,256.70 71 CY 2.44 $ 173.24 $ 1,429.94

Backfilling - excavated material 28 CY - $ - 28 CY 5.19 $ 145.32 28 CY 1.30 $ 36.40 $ 181.72

Backfilling - imported granular fill 28 CY 42.00 $ 1,176.00 28 CY 7.90 $ 221.20 28 CY 6.55 $ 183.40 $ 1,580.60

Load/remove excess soil 43 CY - $ - 43 CY - $ - 43 CY 30.00 $ 1,290.00 $ 1,290.00

$ 6,380.83 $ 16,512.56 $ 2,184.64 $ 25,078.03

Div 04 - MASONRY No Work Scope

Div 05 - METALS

Roof Frame:

Structural steel columns 3 TON 4,550.00 $ 13,650.00 3 TON 1,125.00 $ 3,375.00 3 TON 365.00 $ 1,095.00 $ 18,120.00

Base plates and anchor bolts 6 EA 220.00 $ 1,320.00 6 EA 434.00 $ 2,604.00 6 EA - $ - $ 3,924.00

Structural steel beams, channels, angles and plates 6 TON 4,400.00 $ 26,400.00 6 TON 1,125.00 $ 6,750.00 6 TON 365.00 $ 2,190.00 $ 35,340.00

1 1/2" 22 gauge metal roof deck 1,055 SF 6.20 $ 6,541.00 1,055 SF 1.39 $ 1,466.45 1,055 SF 0.05 $ 52.75 $ 8,060.20

Moment connections 14 EA 650.00 $ 9,100.00 14 EA 175.00 $ 2,450.00 14 EA 105.00 $ 1,470.00 $ 13,020.00

$ 57,011.00 $ 16,645.45 $ 4,807.75 $ 78,464.20

Blundall Associates, Inc.

Base Bid

Div 06 - WOOD, PLASTICS and COMPOSITES

Treated wood blocking

134 LF 3.50

$ 469.00

134 LF 10.30

$ 1,380.20

$ - $ 1,849.20

$ 469.00 $ 1,380.20 $ - $ 1,849.20

Div 07 - THERMAL AND MOISTURE PROTECTION

Membrane Roofing System:

Fully adhered membrane roofing - tpo (60mil)

1,055 SF 2.20

$ 2,321.00

1,055 SF 2.17

$ 2,289.35

1,055 SF 0.11

$ 116.05 $ 4,726.40

1/2" coverboard

1,055 SF 1.25

$ 1,318.75

1,055 SF 2.32

$ 2,447.60

1,055 SF -

$ - $ 3,766.35

Rigid insulation

1,055 SF 4.26

$ 4,494.30

1,055 SF 1.65

$ 1,740.75

1,055 SF 0.10

$ 105.50 $ 6,340.55

Membrane edge flashing/cant

134 LF 4.10

$ 549.40

134 LF 7.54

$ 1,010.36

134 LF 0.17

$ 22.78 $ 1,582.54

Prefinished metal coping - 4"

92 LF 1.70

$ 156.40

92 LF 27.04

$ 2,487.68

92 LF -

$ - $ 2,644.08

Gutters

40 LF 11.10

$ 444.00

40 LF 8.65

$ 346.00

40 LF -

$ - $ 790.00

Downspouts

16 LF 3.38

$ 54.08

16 LF 6.64

$ 106.24

16 LF -

$ - $ 160.32

Downspout boots

1 EA 315.41

$ 315.41

1 EA 114.72

$ 114.72

1 EA -

$ - $ 430.13

Siding:

Metal fascia

235 SF 13.06

$ 3,069.10

235 SF 7.44

$ 1,748.40

235 SF -

$ - $ 4,817.50

$ 12,722.44 $ 12,291.10 $ 244.33 $ 25,257.87

Div 08 - OPENINGS No Work Scope

Blundall Associates, Inc.

Base Bid

Div 09 - FINISHES

Metal Stud & Drywall - Exterior:

3 5/8" stud backup - 16 gauge

236 SF 3.10

$ 731.60

236 SF 4.88

$ 1,151.68

236 SF -

$ - $ 1,883.28

5/8" glass faced exterior gypsum sheathing

236 SF 0.88

$ 207.68

236 SF 2.42

$ 571.12

236 SF -

$ - $ 778.80

$ 939.28 $ 1,722.80 $ - $ 2,662.08

Div 10 - SPECIALTIES No Work Scope

Div 11 - EQUIPMENT No Work Scope

Div 12 - FURNISHINGS No Work Scope

Div 13 - SPECIAL CONSTRUCTION No Work Scope

Div 14 - CONVEYING EQUIPMENT No Work Scope

Div 21 - FIRE SUPPRESSION No Work Scope

Blundall Associates, Inc.

Base Bid

Div 22 - PLUMBING

Plumbing Fixtures (Including Rough-ins)

Electric water cooler - exterior 1 EA 4,317.50 $ 4,317.50 1 EA 1,351.07 $ 1,351.07 1 EA - $ - $ 5,668.57

Domestic Water Piping:

Type L Copper:

1/2" diameter 25 LF 3.40 $ 85.00 25 LF 15.98 $ 399.50 25 LF - $ - $ 484.50

Connections to existing 1 EA 18.24 $ 18.24 1 EA 129.10 $ 129.10 1 EA - $ - $ 147.34

Pipe Insulation:

1/2" diameter 25 LF 2.05 $ 51.25 25 LF 10.21 $ 255.25 25 LF - $ - $ 306.50

Storm Water System:

Roof drains N/A

Roof overflow drains N/A

Miscellaneous Plumbing:

Pipe ID, system testing 1 LS 15.00 $ 15.00 1 LS 325.00 $ 325.00 1 LS - $ - $ 340.00

Plumbing contractor general conditions 1 LS 250.00 $ 250.00 1 LS 1,750.00 $ 1,750.00 1 LS - $ - $ 2,000.00

$ 4,736.99 $ 4,209.92 $ - $ 8,946.91

Div 23 - HVAC No Work Scope

Div 25 - INTEGRATED AUTOMATION No Work Scope

Blundall Associates, Inc.

Base Bid

Div 26 - ELECTRICAL

Site Electrical:

Demolition & Removals:

Remove circuit breakers from panel 3 EA - $ - 3 EA 40.44 $ 121.32 3 EA - $ - $ 121.32

Remove lighting under new canopy area

1 LS -

1 LS 350.00

$ 350.00

1 LS -

$ - $ 350.00

Branch Panels & Feeders:

New breaker in existing panel - 20A 3 EA 81.40 $ 244.20 3 EA 107.90 $ 323.70 3 EA - $ - $ 567.90

New breaker in existing panel - 50A/3p 1 EA 321.86 $ 321.86 1 EA 208.68 $ 208.68 1 EA - $ - $ 530.54

Load center - 50 amps, 208/120 volts 1 EA 1,963.50 $ 1,963.50 1 EA 1,294.13 $ 1,294.13 1 EA - $ - $ 3,257.63

Feeders - 50A 7 LF 9.60 $ 67.20 7 LF 41.21 $ 288.47 7 LF - $ - $ 355.67

Branch Power Distribution:

Duplex receptacles - GFI weatherproof 7 EA 106.15 $ 743.05 7 EA 69.40 $ 485.80 7 EA - $ - $ 1,228.85

Circuits and connections 56 LF 6.02 $ 337.12 56 LF 13.91 $ 778.96 56 LF - $ - $ 1,116.08

Circuits and connections - underground 153 LF 1.73 $ 264.69 153 LF 29.80 $ 4,559.40 153 LF - $ - $ 4,824.09

Lighting - LED:

Light fixture type L 6 EA 623.73 $ 3,742.38 6 EA 242.66 $ 1,455.96 6 EA - $ - $ 5,198.34

Light fixture type P 1 EA 623.73 $ 623.73 1 EA 242.66 $ 242.66 1 EA - $ - $ 866.39

Circuits and connections 95 LF 6.02 $ 571.90 95 LF 13.91 $ 1,321.45 95 LF - $ - $ 1,893.35

Electrical contractor general conditions

1 LS 250.00

$ 250.00

1 LS 1,750.00

$ 1,750.00

1 LS -

$ - $ 2,000.00

$ 9,129.63 $ 13,180.53 $ - $ 22,310.16

Div 27 - COMMUNICATIONS No Work Scope

Blundall Associates, Inc.

Base Bid

Div 28 - ELECTRONIC SAFETY and SECURITY No Work Scope

Div 31 - EARTHWORK

Site Clearing/Demolition:

Clear debris and overgrowth from sidewalk, scaffolding, and walls 528 SF - $ - 528 SF 6.52 $ 3,442.56 528 SF - $ - $ 3,442.56

Remove storm structures 6 EA - $ - 6 EA 935.00 $ 5,610.00 6 EA - $ - $ 5,610.00

Remove storm piping 246 LF - $ - 246 LF 32.00 $ 7,872.00 246 LF - $ - $ 7,872.00

Remove water line 25 LF - $ - 25 LF 25.50 $ 637.50 25 LF - $ - $ 637.50

Cap water line at main 1 EA 25.00 $ 25.00 1 EA 322.76 $ 322.76 1 EA - $ - $ 347.76

Remove water valve 1 EA - $ - 1 EA 484.14 $ 484.14 1 EA - $ - $ 484.14

Salvage fire hydrant 1 EA - $ - 1 EA 647.52 $ 647.52 1 EA - $ - $ 647.52

Sawcut concrete paving 23 LF 0.17 $ 3.91 23 LF 3.77 $ 86.71 23 LF - $ - $ 90.62

Remove concrete paving 1,489 SF - $ - 1,489 SF 2.10 $ 3,126.90 1,489 SF 0.66 $ 982.74 $ 4,109.64

Sawcut asphalt paving 138 LF 0.17 $ 23.46 138 LF 3.77 $ 520.26 138 LF 0.66 $ 91.08 $ 634.80

Remove asphalt paving 361 SY - $ - 361 SY 11.48 $ 4,144.28 361 SY 3.65 $ 1,317.65 $ 5,461.93

Remove pavement striping 395 LF - $ - 395 LF 0.35 $ 138.25 395 LF - $ - $ 138.25

Remove playground surface - mulch 1-2 feet depth 5,023 SF - $ - 5,023 SF 1.70 $ 8,539.10 5,023 SF - $ - $ 8,539.10

Remove guardrail 126 LF - $ - 126 LF 5.74 $ 723.24 126 LF 0.53 $ 66.78 $ 790.02

Remove trees 5 EA - $ - 5 EA 688.85 $ 3,444.25 5 EA 216.20 $ 1,081.00 $ 4,525.25

Remove tree stump 1 EA - $ - 1 EA 137.77 $ 137.77 1 EA 127.65 $ 127.65 $ 265.42

Clearing and grubbing 1,461 SF 0.66 $ 964.26 1,461 SF - $ - 1,461 SF 0.15 $ 219.15 $ 1,183.41

Remove chain link fence 312 LF - $ - 312 LF 7.75 $ 2,418.00 312 LF 0.71 $ 221.52 $ 2,639.52

Remove/relocate fence 33 LF - $ - 33 LF 26.84 $ 885.72 33 LF 3.36 $ 110.88 $ 996.60

Remove chain link gate 1 EA - $ - 1 EA 114.81 $ 114.81 1 EA 10.64 $ 10.64 $ 125.45

Remove slab mounted handrail 108 LF - $ - 108 LF 5.74 $ 619.92 108 LF - $ - $ 619.92

Remove wall mounted handrail 50 LF - $ - 50 LF 2.23 $ 111.50 50 LF - $ - $ 111.50

Blundall Associates, Inc.

Base Bid

Excavation/Grading - Mass Site Excavation:

Strip topsoil - stockpile on site 220 CY - $ - 220 CY 4.95 $ 1,089.00 220 CY 3.05 $ 671.00 $ 1,760.00

Bulk excavation cut and fill 130 CY - $ - 130 CY 7.43 $ 965.90 130 CY 4.58 $ 595.40 $ 1,561.30

Cut, load and export excess soil 385 CY - $ - 385 CY 15.00 $ 5,775.00 385 CY 17.00 $ 6,545.00 $ 12,320.00

Erosion/Sedimentation Control:

Concrete washout 1 EA 895.00 $ 895.00 1 EA 1,525.00 $ 1,525.00 1 EA - $ - $ 2,420.00

Inlet protection 6 EA 215.60 $ 1,293.60 6 EA 71.76 $ 430.56 6 EA - $ - $ 1,724.16

Silt fence 87 LF 0.74 $ 64.38 87 LF 5.31 $ 461.97 87 LF - $ - $ 526.35

Coir logs 331 LF 9.90 $ 3,276.90 331 LF 3.44 $ 1,138.64 331 LF - $ - $ 4,415.54

Tree protection fence 89 LF 6.50 $ 578.50 89 LF 9.50 $ 845.50 89 LF - $ - $ 1,424.00

Construction entrance 540 SF 1.47 $ 793.80 540 SF 4.40 $ 2,376.00 540 SF - $ - $ 3,169.80

Caissons & Pilings:

Mobilization/demobilization 1 LS - $ - 1 LS 5,000.00 $ 5,000.00 1 LS 1,500.00 $ 1,500.00 $ 6,500.00

Drilled piers - 42" diameter, average 15'6 deep 93 LF 87.45 $ 8,132.85 93 LF 77.12 $ 7,172.16 93 LF 9.40 $ 874.20 $ 16,179.21

Reinforcing steel - piles Included

Load/remove excavated materials 34 CY - $ - 34 CY 15.00 $ 510.00 34 CY 17.00 $ 578.00 $ 1,088.00

Load tests - $ - - - - $ - - - - $ - None Indicated

$ 16,051.66 $ 71,316.92 $ 14,992.69 $ 102,361.27

Div 32 - EXTERIOR IMPROVEMENTS

Site Concrete:

Concrete walks and stoops - 4" 12,860 SF 4.75 $ 61,085.00 12,860 SF 7.18 $ 92,334.80 12,860 SF - $ - $ 153,419.80

Integral curb/edge turndown 40 LF 11.28 $ 451.20 40 LF 15.05 $ 602.00 40 LF - $ - $ 1,053.20

Truncated domes 212 SF 20.00 $ 4,240.00 212 SF 5.75 $ 1,219.00 212 SF - $ - $ 5,459.00

Form/pour concrete steps 15 LF 8.86 $ 132.90 15 LF 60.21 $ 903.15 15 LF 0.28 $ 4.20 $ 1,040.25

Miscellaneous site concrete 1 LS 2,000.00 $ 2,000.00 1 LS 3,000.00 $ 3,000.00 1 LS - $ - $ 5,000.00

Pressure wash concrete ramp and steps 505 SF - $ - 505 SF 5.00 $ 2,525.00 505 SF - $ - $ 2,525.00

Masonry, Stone & Gravel: N/A

Blundall Associates, Inc.

Base Bid

Asphalt Paving:

Asphalt paving - standard duty (4":2.5":1.5") 289 SY 24.85 $ 7,181.65 289 SY 8.60 $ 2,485.40 289 SY 7.65 $ 2,210.85 $ 11,877.90

Sealcoat asphalt paving 349 SY 2.20 $ 767.80 349 SY 1.87 $ 652.63 349 SY 0.61 $ 212.89 $ 1,633.32

Painted Pavement Markings:

Diagonal striping area 1,212 SF 0.31 $ 375.72 1,212 SF 0.55 $ 666.60 1,212 SF 0.07 $ 84.84 $ 1,127.16

Painted handicap symbols 7 EA 39.60 $ 277.20 7 EA 44.70 $ 312.90 7 EA - $ - $ 590.10

Epoxy sport surface coating 7,138 SF 1.56 $ 11,135.28 7,138 SF 4.02 $ 28,694.76 7,138 SF - $ - $ 39,830.04

Basketball half-court markings 270 LF 2.23 $ 602.10 270 LF 0.43 $ 116.10 270 LF - $ - $ 718.20

Boccia ball court markings 223 LF 2.23 $ 497.29 223 LF 0.43 $ 95.89 223 LF - $ - $ 593.18

Pickleball court markings 394 LF 2.23 $ 878.62 394 LF 0.43 $ 169.42 394 LF - $ - $ 1,048.04

Shuffleboard court markings 351 LF 2.23 $ 782.73 351 LF 0.43 $ 150.93 351 LF - $ - $ 933.66

Site Furnishings:

Benches - 6' long 4 EA 876.70 $ 3,506.80 4 EA 143.51 $ 574.04 4 EA - $ - $ 4,080.84

Canvas awning 1,129 SF 35.00 $ 39,515.00 1,129 SF 15.00 $ 16,935.00 1,129 SF - $ - $ 56,450.00

Awning support posts 6 EA Included

Basketball goals and posts - adjustable 1 EA 2,860.00 $ 2,860.00 1 EA 2,970.75 $ 2,970.75 1 EA - $ - $ 5,830.75

Pickleball nets and removable posts 2 SETS 1,931.80 $ 3,863.60 2 SETS 1,138.40 $ 2,276.80 2 SETS - $ - $ 6,140.40

Shuffleboard equipment 1 EA 2,053.32 $ 2,053.32 1 EA 1,150.00 $ 1,150.00 1 EA - $ - $ 3,203.32

Wheelchair access signs 7 EA 101.20 $ 708.40 7 EA 101.63 $ 711.41 7 EA - $ - $ 1,419.81

Wheelstops - concrete 8 EA 113.30 $ 906.40 8 EA 47.79 $ 382.32 8 EA - $ - $ 1,288.72

Guardrail/end section 19 LF 53.15 $ 1,009.85 19 LF 24.78 $ 470.82 19 LF 4.04 $ 76.76 $ 1,557.43

Tables - post mounted 2 EA 1,020.90 $ 2,041.80 2 EA 574.04 $ 1,148.08 2 EA - $ - $ 3,189.88

Slab mounted handrail - aluminum 188 LF 108.90 $ 20,473.20 188 LF 40.57 $ 7,627.16 188 LF 1.23 $ 231.24 $ 28,331.60

Wall mounted handrail 50 LF 33.50 $ 1,675.00 50 LF 15.20 $ 760.00 50 LF - $ - $ 2,435.00

Blundall Associates, Inc.

Base Bid

Landscaping:

Spread and level topsoil - from stockpile 108 CY - $ - 108 CY 17.22 $ 1,859.76 108 CY 2.62 $ 282.96 $ 2,142.72

Fine grade & seed disturbed areas 561 SY 0.52 $ 291.72 561 SY 6.89 $ 3,865.29 561 SY 0.32 $ 179.52 $ 4,336.53

Shrubs - wintergreen boxwood 36 EA 50.00 $ 1,800.00 36 EA 47.79 $ 1,720.44 36 EA - $ - $ 3,520.44

Mulch N/A

Rain garden 575 SF 5.00 $ 2,875.00 575 SF 10.00 $ 5,750.00 575 SF 1.00 $ 575.00 $ 9,200.00

Fencing & Gates:

Chain link fence - 12' high 122 LF 60.88 $ 7,427.36 122 LF 26.72 $ 3,259.84 122 LF 3.44 $ 419.68 $ 11,106.88

Chain link fence - 8' high 114 LF 45.10 $ 5,141.40 114 LF 19.09 $ 2,176.26 114 LF 2.65 $ 302.10 $ 7,619.76

Chain link fence gate assembly - 8'0"w x 7'0" high 1 PR 420.00 $ 420.00 1 PR 1,210.97 $ 1,210.97 1 PR 165.60 $ 165.60 $ 1,796.57

Add for electric openers 1 PR 2,029.39 $ 2,029.39 1 PR 2,773.76 $ 2,773.76 1 PR - $ - $ 4,803.15

Chain link fence sliding gate assembly - 10'0"w x

7'0" high 1 EA 1,254.00 $ 1,254.00 1 EA 1,219.12 $ 1,219.12 1 EA - $ - $ 2,473.12

Site Structures:

Equipment storage shed - 10' square 1 EA 3,930.59 $ 3,930.59 1 EA 2,296.16 $ 2,296.16 1 EA - $ - $ 6,226.75

$ 194,190.32 $ 195,066.56 $ 4,745.64 $ 394,002.52

Div 33 - UTILITIES

Storm Water Facilities:

PVC Piping - SDR 21:

8" diameter 4 LF 16.50 $ 66.00 4 LF 9.04 $ 36.16 4 LF - $ - $ 102.16

HDPE Piping - Type S:

12" diameter 244 LF 9.38 $ 2,288.72 244 LF 15.28 $ 3,728.32 244 LF - $ - $ 6,017.04

Concrete underdrain 42 LF 10.73 $ 450.66 42 LF 22.96 $ 964.32 42 LF - $ - $ 1,414.98

Trench Excavation & Backfilling - 12" & Smaller Pipe:

0-5 feet deep 154 LF - $ - 154 LF 7.16 $ 1,102.64 154 LF 1.57 $ 241.78 $ 1,344.42

5-10 feet deep 94 LF - $ - 94 LF 22.05 $ 2,072.70 94 LF 5.78 $ 543.32 $ 2,616.02

Pipe Bedding 248 LF 2.93 $ 726.64 248 LF 1.37 $ 339.76 248 LF 0.11 $ 27.28 $ 1,093.68

Blundall Associates, Inc.

Base Bid

Add for Full Granular Fill - 12" & Smaller Pipe:

0-5 feet deep 109 LF 4.80 $ 523.20 109 LF 8.50 $ 926.50 109 LF 0.20 $ 21.80 $ 1,471.50

5-10 feet deep 94 LF 11.00 $ 1,034.00 94 LF 16.75 $ 1,574.50 94 LF 0.45 $ 42.30 $ 2,650.80

Structures:

Trench drain - 6" wide 165 LF 171.55 $ 28,305.75 165 LF 48.45 $ 7,994.25 165 LF 5.00 $ 825.00 $ 37,125.00

Yard inlets 5 EA 862.50 $ 4,312.50 5 EA 1,722.12 $ 8,610.60 5 EA - $ - $ 12,923.10

Catch basin - EA 1,747.50 $ - - EA 1,435.10 $ - - EA 110.98 $ - $ -

Manholes 5 EA 3,135.00 $ 15,675.00 5 EA 1,722.12 $ 8,610.60 5 EA 152.90 $ 764.50 $ 25,050.10

Connections to existing including core drill 2 EA 55.00 $ 110.00 2 EA 574.04 $ 1,148.08 2 EA 30.00 $ 60.00 $ 1,318.08

Subsurface detention system (assumed volime of

3,012 cf) 1,004 SF 40.00 $ 40,160.00

1,004 SF 19.75

$ 19,829.00

1,004 SF 21.50

$ 21,586.00 $ 81,575.00

Water Service Facilities:

6" diameter ductile iron piping 13 LF 39.77 $ 517.01 13 LF 12.05 $ 156.65 13 LF 0.66 $ 8.58 $ 682.24

Trench excavation and backfilling 13 LF - $ - 13 LF 7.16 $ 93.08 13 LF 1.57 $ 20.41 $ 113.49

Add for full granular backfill 13 LF - $ - 13 LF 8.50 $ 110.50 13 LF 0.20 $ 2.60 $ 113.10

Fire hydrant assembly 1 EA 3,657.50 $ 3,657.50 1 EA 446.45 $ 446.45 1 EA 24.75 $ 24.75 $ 4,128.70

Connections to existing 1 EA - $ - 1 EA 3,000.00 $ 3,000.00 1 EA - $ - $ 3,000.00

$ 97,826.98 $ 60,744.11 $ 24,168.32 $ 182,739.41

Blundall Associates, Inc.

Alternate Summary

HINES VA SCI REC ACTIVITY AREA

Project No: 578-18-024

Hines, Illinois

Bid Document Opinion of Probable Construction Cost Alternate Summary

Materials Labor Equipment Total System

Cost Cost %

Div 01 - Special General Conditions/Requirements -$ -$ -$ -$ 0.00%

Div 02 - Existing Conditions -$ -$ -$ -$ 0.00%

Div 03 - Concrete (1,510.86)$ (4,220.81)$ (458.04)$ (6,189.71)$ 4.29%

Div 04 - Masonry -$ -$ -$ -$ 0.00%

Div 05 - Metals (57,011.00)$ (16,645.45)$ (4,807.75)$ (78,464.20)$ 54.34%

Div 06 - Wood, Plastics and Composites (469.00)$ (1,380.20)$ -$ (1,849.20)$ 1.28%

Div 07 - Thermal and Moisture Protection (12,722.44)$ (12,291.10)$ (244.33)$ (22,613.79)$ 15.66%

Div 08 - Openings -$ -$ -$ -$ 0.00%

Div 09 - Finishes (935.30)$ (1,715.50)$ -$ (2,650.80)$ 1.84%

Div 10 - Specialties -$ -$ -$ -$ 0.00%

Div 11 - Equipment -$ -$ -$ -$ 0.00%

Div 12 - Furnishings -$ -$ -$ -$ 0.00%

Div 13 - Special Construction -$ -$ -$ -$ 0.00%

Div 14 - Conveying Equipment -$ -$ -$ -$ 0.00%

Div 21 - Fire Suppression -$ -$ -$ -$ 0.00%

Div 22 - Plumbing -$ -$ -$ -$ 0.00%

Div 23 - Heating, Ventilating and Air Conditioning -$ -$ -$ -$ 0.00%

Div 25 - Integrated Automation -$ -$ -$ -$ 0.00%

Div 26 - Electrical (4,079.50)$ (2,234.92)$ -$ (6,314.42)$ 4.37%

Div 27 - Communications -$ -$ -$ -$ 0.00%

Div 28 - Electronic Safety and Security -$ -$ -$ -$ 0.00%

Div 31 - Earthwork (196.81)$ (1,316.13)$ (237.06)$ (1,750.00)$ 1.21%

Div 32 - Exterior Improvements (14,766.20)$ (9,676.96)$ (132.84)$ (24,576.00)$ 17.02%

Div 33 - Utilities -$ -$ -$ -$ 0.00%

(91,691) (49,481) (5,880) (144,408)$ 100.00%

General Conditions 10.00% (14,441)

General Contractor's Overhead 10.00% (15,885)

General Contractor's Profit 10.00% (17,473)

Contractor's Performance/Payment Bonds 1.25% (2,403)

(194,610)$

Design Contingency 1.00% (1,946)$

Escalation Contingency 5.00% (9,828)

Market Conditions/Limited Bid Competition 15.00% (30,958)

TOTAL CONSTRUCTION COST (Excluding Construction Contingency) (237,341)$

Blundall Associates, Inc.

Alternate

SHEET NO.

OF

ESTIMATOR

Blundall Associates, Inc.

NEW ALT. INDEX

NO.

SYSTEM/SUBSYSTEM TOTAL

QUANTITY UNIT $/UNIT TOTAL QUANTITY UNIT $/UNIT TOTAL QUANTITY UNIT $/UNIT TOTAL COST

Div 01 - SPECIAL GENERAL REQUIREMENTS No Work Scope

Div 02 - EXISTING CONDITIONS No Work Scope

Div 03 - CONCRETE

Concrete Column Bases & Piers:

Concrete column bases (3) CY 177.00 $ (531.00) (3) CY 454.10 $ (1,362.30) (3) CY 31.35 $ (94.05) $ (1,987.35)

Formwork to concrete column bases (72) SF 2.06 $ (148.32) (72) SF 13.49 $ (971.28) (72) SF - $ - $ (1,119.60)

Concrete piers (1) CY 177.00 $ (177.00) (1) CY 454.10 $ (454.10) (1) CY - $ - $ (631.10)

Formwork to piers (29) SF 2.06 $ (59.74) (29) SF 15.10 $ (437.90) (29) SF - $ - $ (497.64)

Reinforcing steel (470) LBS 0.64 $ (300.80) (470) LBS 1.32 $ (620.40) (470) LBS - $ - $ (921.20)

Earthwork:

Foundation excavation (16) CY - $ - (16) CY 17.70 $ (283.20) (16) CY 2.44 $ (39.04) $ (322.24)

Backfilling - excavated material (7) CY - $ - (7) CY 5.19 $ (36.33) (7) CY 1.30 $ (9.10) $ (45.43)

Backfilling - imported granular fill (7) CY 42.00 $ (294.00) (7) CY 7.90 $ (55.30) (7) CY 6.55 $ (45.85) $ (395.15)

Load/remove excess soil (9) CY - $ - (9) CY - $ - (9) CY 30.00 $ (270.00) $ (270.00)

$ (1,510.86) $ (4,220.81) $ (458.04) $ (6,189.71)

ESTIMATE WORKSHEET

PROJECT

NO.

578-18-024

LOCATION; Hines, Illinois PROJECT NAME: Hines VA SCI Rec Activity Area

TYPE OF

EST. Bid

Documents

BUILDING NO./NOS. Alternate ESTIMATE NO. 4

CODE MATERIALS LABOR EQUIPMENT

Blundall Associates, Inc.

Alternate

Div 04 - MASONRY No Work Scope

Div 05 - METALS

Roof Frame:

Structural steel columns (3) TON 4,550.00 $ (13,650.00) (3) TON 1,125.00 $ (3,375.00) (3) TON 365.00 $ (1,095.00) $ (18,120.00)

Base plates and anchor bolts (6) EA 220.00 $ (1,320.00) (6) EA 434.00 $ (2,604.00) (6) EA - $ - $ (3,924.00)

Structural steel beams, channels, angles and plates (6) TON 4,400.00 $ (26,400.00) (6) TON 1,125.00 $ (6,750.00) (6) TON 365.00 $ (2,190.00) $ (35,340.00)

1 1/2" 22 gauge metal roof deck (1,055) SF 6.20 $ (6,541.00) (1,055) SF 1.39 $ (1,466.45) (1,055) SF 0.05 $ (52.75) $ (8,060.20)

Moment connections (14) EA 650.00 $ (9,100.00) (14) EA 175.00 $ (2,450.00) (14) EA 105.00 $ (1,470.00) $ (13,020.00)

$ (57,011.00) $ (16,645.45) $ (4,807.75) $ (78,464.20)

Div 06 - WOOD, PLASTICS and COMPOSITES

Treated wood blocking

(134) LF 3.50

$ (469.00)

(134) LF 10.30

$ (1,380.20)

$ - $ (1,849.20)

$ (469.00) $ (1,380.20) $ - $ (1,849.20)

Div 07 - THERMAL AND MOISTURE PROTECTION

Membrane Roofing System:

Fully adhered membrane roofing - tpo (60mil)

(1,055) SF 2.20

$ (2,321.00)

(1,055) SF 2.17

$ (2,289.35)

(1,055) SF 0.11

$ (116.05) $ (4,726.40)

1/2" coverboard

(1,055) SF 1.25

$ (1,318.75)

(1,055) SF 2.32

$ (2,447.60)

(1,055) SF -

$ - $ (3,766.35)

Rigid insulation

(1,055) SF 4.26

$ (4,494.30)

(1,055) SF 1.65

$ (1,740.75)

(1,055) SF 0.10

$ (105.50) $ (6,340.55)

Membrane edge flashing/cant

(134) LF 4.10

$ (549.40)

(134) LF 7.54

$ (1,010.36)

(134) LF 0.17

$ (22.78) $ (1,582.54)

Prefinished metal coping - 4"

(92) LF 1.70

$ (156.40)

(92) LF 27.04

$ (2,487.68)

(92) LF -

Gutters

(40) LF 11.10

$ (444.00)

(40) LF 8.65

$ (346.00)

(40) LF -

$ - $ (790.00)

Downspouts

(16) LF 3.38

$ (54.08)

(16) LF 6.64

$ (106.24)

(16) LF -

$ - $ (160.32)

Downspout boots

(1) EA 315.41

$ (315.41)

(1) EA 114.72

$ (114.72)

(1) EA -

$ - $ (430.13)

Blundall Associates, Inc.

Alternate

Siding:

Metal fascia

(235) SF 13.06

$ (3,069.10)

(235) SF 7.44

$ (1,748.40)

(235) SF -

$ - $ (4,817.50)

$ (12,722.44) $ (12,291.10) $ (244.33) $ (22,613.79)

Div 08 - OPENINGS No Work Scope

Div 09 - FINISHES

Metal Stud & Drywall - Exterior:

3 5/8" stud backup - 16 gauge

(235) SF 3.10

$ (728.50)

(235) SF 4.88

$ (1,146.80)

(235) SF -

$ - $ (1,875.30)

5/8" glass faced exterior gypsum sheathing

(235) SF 0.88

$ (206.80)

(235) SF 2.42

$ (568.70)

(235) SF -

$ - $ (775.50)

$ (935.30) $ (1,715.50) $ - $ (2,650.80)

Div 10 - SPECIALTIES No Work Scope

Div 11 - EQUIPMENT No Work Scope

Div 12 - FURNISHINGS No Work Scope

Div 13 - SPECIAL CONSTRUCTION No Work Scope

Blundall Associates, Inc.

Alternate

Div 14 - CONVEYING EQUIPMENT No Work Scope

Div 21 - FIRE SUPPRESSION No Work Scope

Div 22 - PLUMBING No Work Scope

Div 23 - HVAC No Work Scope

Div 25 - INTEGRATED AUTOMATION No Work Scope

Div 26 - ELECTRICAL

Site Electrical:

Lighting - LED:

Light fixture type L (6) EA 623.73 $ (3,742.38) (6) EA 242.66 $ (1,455.96) (6) EA - $ - $ (5,198.34)

Circuits and connections (56) LF 6.02 $ (337.12) (56) LF 13.91 $ (778.96) (56) LF - $ - $ (1,116.08)

$ (4,079.50) $ (2,234.92) $ - $ (6,314.42)

Div 27 - COMMUNICATIONS No Work Scope

Blundall Associates, Inc.

Alternate

Div 28 - ELECTRONIC SAFETY and SECURITY No Work Scope

Div 31 - EARTHWORK

Site Clearing/Demolition:

Sawcut concrete paving 7 LF 0.17 $ 1.19 7 LF 3.77 $ 26.39 7 LF - $ - $ 27.58

Remove concrete paving (291) SF - $ - (291) SF 2.10 $ (611.10) (291) SF 0.66 $ (192.06) $ (803.16)

Clearing and grubbing (300) SF 0.66 $ (198.00) (300) SF - $ - (300) SF 0.15 $ (45.00) $ (243.00)

Remove slab mounted handrail (108) LF - $ - (108) LF 5.74 $ (619.92) (108) LF - $ - $ (619.92)

Remove wall mounted handrail (50) LF - $ - (50) LF 2.23 $ (111.50) (50) LF - $ - $ (111.50)

$ (196.81) $ (1,316.13) $ (237.06) $ (1,750.00)

Div 32 - EXTERIOR IMPROVEMENTS

Site Concrete:

Concrete walks and stoops - 4" (280) SF 4.75 $ (1,330.00) (280) SF 7.18 $ (2,010.40) (280) SF - $ - $ (3,340.40)

Pressure wash concrete ramp and steps (505) SF - $ - (505) SF 5.00 $ (2,525.00) (505) SF - $ - $ (2,525.00)

Site Furnishings:

Slab mounted handrail - aluminum (108) LF 108.90 $ (11,761.20) (108) LF 40.57 $ (4,381.56) (108) LF 1.23 $ (132.84) $ (16,275.60)

Wall mounted handrail (50) LF 33.50 $ (1,675.00) (50) LF 15.20 $ (760.00) (50) LF - $ - $ (2,435.00)

$ (14,766.20) $ (9,676.96) $ (132.84) $ (24,576.00)

Div 33 - UTILITIES No Work Scope

Blundall Associates, Inc.

Appendix B

QC Form

Appendix C

VA Checklists

June 1, 2020

SITE AND LANDSCAPE

Reviewers should - Use Checklists when reviewing any type of VA construction project for the following disciplines:

• Architectural,

• Boiler Safety Devices – Operation Checklist,

• Electrical,

• Heating, Ventilating, and Air Conditioning

(HVAC),

• Incineration/Solid Waste,

• Plumbing, Fire Protection, and Sanitary,

• Site and Landscape,

• Steam Distribution,

• Steam Generation, and

• Structural.

Reviewers should - Ensure that DESIGN REVIEW Submission Instructions

(PG-18-15) for Schematic, Design Development, and

Construction Documents are followed for various types of VA construction projects.

Reviewers should - Ensure that every VA construction project is in compliance with all life safety issues.

Reviewers should - Be aware that these checklists are not all-inclusive but only provide minimum review items.

DESIGN REVIEW CHECKLIST

TITLE Hines VA – SCI Rec Activity Area PROJECT NO. 578-18-024

LOCATION Hines, Illinois DATE 2023/04/10

REVIEWED BY David Marquardt

ORGANIZATION Guidon Design Inc

The reviewer should be thoroughly familiar with the following VA standards before conducting a design review. These are available on the CFM Internet Web site: https://www.cfm.va.gov/til

ITEM DESCRIPTION

1. MASTER CONSTRUCTION SPECIFICATIONS (PG-18-1)

2. DESIGN AND CONSTRUCTION PROCEDURES (PG-18-3)

3. STANDARD DETAILS (PG-18-4) AND CAD STANDARDS

4. DESIGN MANUALS (PG-18-10)

5. DESIGN GUIDES (PG-18-12)

6. BARRIER FREE DESIGN STANDARD (PG-18-13)

7. MINIMUM REQUIREMENTS FOR DESIGN REVIEW SUBMISSIONS (PG-18-

15)

8. ENVIRONMENTAL PLANNING GUIDANCE (PG-18-17)

9. CULTURAL RESOURCE MANAGEMENT DIRECTIVE (D-7545)

10. CULTURAL RESOURCE MANAGEMENT PROCEDURES (H-7545)

11. DESIGN ALERTS

GENERAL INFORMATION FOR REVIEWERS

https://www.cfm.va.gov/til

SITE AND LANDSCAPE REVIEW

LOCATION Hines, Illinois DATE 2023/04/10

REVIEWED BY David Marquardt

NO. SCHEMATIC 1 – SITE AND LANDSCAPE ITEM

COMMENTS/

YES/NO/NA

1 COMPLIANCE WITH DESIGN REVIEW SUBMISSION

INSTRUCTIONS

(PG-18-15)

YES

2 ANALYSIS OF THE SITE (Narrative and graphic format) - Does analysis show relation to:

a. Adjacent facilities and surrounding community YES

b. Mass transit routes NA

c. Utilities (water, sewer, gas, telephone, electric, fire alarm)

d. On and off site restrictions

e. Zoning ordinances NA

f. Easements NA

g. Aircraft flight patterns NA

h. Fire access

i. Flood plains and wetlands NA

j. Soil conditions NA

k. Access roads and surrounding roadway improvements NA

l. Any historic, architectural, archaeological, and/or cultural aspects of the site and its surroundings identified in environmental or historic preservation studies, documents, or agreements

NA

m. Accessibility for existing structures NA

n. Hazardous waste data NA

3 CIRCULATION STUDY - Do drawings show:

Ingress/egress by pedestrians, cars, trucks, emergency vehicles, and mass transit traffic

YES

4 PHASING ANALYSIS/PLAN - Do drawing show impacts of project construction on:

a. Hospital routine YES

b. Ingress/egress of pedestrian and traffic flows YES

c. Transportation and storage of construction material YES

d. Mitigation of air and noise pollution YES

SCHEMATIC 1

NO. SCHEMATIC 1 – SITE AND LANDSCAPE ITEM

COMMENTS/

YES/NO/NA

e. Sequencing of new conflicts NA

f. Areas of future construction NA

5 CONTACT WITH LOCAL AND OTHER JURISDICTIONS

a. Off-site roads YES

b. Off-site utilities YES

c. Design reflects any commitments made per the National

Environmental Policy Act (NEPA) or agreements reached per Section

106 of the National Historic Preservation Act (NHPA).

YES

d. Design reflects resolution of any identified local planning, historic preservation, neighborhood, traffic or community issues

NA

6 DEVELOPMENT CONCEPT - Do drawings show:

a. Proposed buildings and structures (coordinate with Architectural) YES

b. Equipment at grade (coordinate with other disciplines) YES

c. Site preparation YES

d. Demolition YES

e. Future expansion (coordinate with Architectural) YES

f. First floor elevations of proposed structures (coordinate with

Architectural)

YES

g. Critical spot elevations YES

h. Any structures, spaces, areas, or landscape elements identified for preservation or special treatment per NEPA or NHPA

YES

7 ACQUIRE TOPOGRAPHIC, UTILITY, AND LANDSCAPE

SURVEY

YES

8 SOILS INVESTIGATION YES

9 Compliance with VA CAD and BIM Standards YES

SITE AND LANDSCAPE REVIEW

TITLE________________________________PROJECT NO. ______________

LOCATION___________________________________DATE ______________

REVIEWED BY ___________________________________________________

ORGANIZATION _________________________________________________

NO. SCHEMATIC 2 – SITE AND LANDSCAPE ITEM

YES/NO/NA

1 COMPLIANCE WITH DESIGN REVIEW SUBMISSION

INSTRUCTIONS (PG-18-15) - Have the comments from the previous review been addressed and corrected?

2 UPDATE NARRATIVE CONCERNING PROJECT DEVELOPMENT

3 UPDATE PHASING PLAN

4 TOPOGRAPHIC, UTILITY, AND LANDSCAPE SURVEY - Include

Benchmark, Datum Reference, Property lines, Adjoining Streets

5 STAKING/LAYOUT PLAN - Do drawings show:

a. Proposed building and structures (coordinate with Architectural)

b. Proposed roads and parking

c. Entrances and exits (coordinate with other disciplines)

d. Mechanical and electrical equipment on grade (coordinate with other disciplines)

e. Demolition

f. Boundary line, if required

6 GRADING PLAN - Do drawings show:

a. First floor elevations for buildings and on grade equipment

(coordinate with other disciplines)

b. Spot elevations at structure corners, entrances, exits, intersections

(coordinate with other disciplines)

c. Proposed grading

7 EROSION CONTROL AND DRAINAGE

8 STAGING AREA - Do drawings show:

a. Construction access and parking

b. Stockpile areas for earth and materials

9 LANDSCAPE PLAN - Do drawings show:

a. Plant groupings

b. List of proposed plant material

10 Compliance with VA CAD and BIM Standards

SCHEMATIC 2

SITE

LOCATION Hines, Illinois DATE 2023/10/20

REVIEWED BY David Kuehnen

NO. SITE – DESIGN DEVELOPMENT ITEM

YES/NO/NA

1 COMPLIANCE WITH DESIGN REVIEW SUBMISSION

INSTRUCTIONS

(PG-18-15) - Have the comments from the previous review been addressed and corrected?

YES

2 TITLE BLOCK, SCALE, NORTH ARROW, LEGEND YES

3 TOPOGRAPHIC, UTILITY, AND LANDSCAPE SURVEY - Update and expand if necessary

YES

4 DEMOLITION PLAN - Do drawings show:

a. Buildings to be removed YES

b. Paving to be removed YES

c. Trees & shrubs to be removed YES

d. Utilities to be removed YES k STAGING AREA AND CONSTRUCTION FENCE - Do drawings show:

a. Construction fence YES

b. Stockpile areas YES

c. Construction sign

d. Safety sign

6 STAKING/LAYOUT PLAN - Do drawings show:

a. Location of buildings and structures (coordinate with

Architectural)

YES

b. Location of:

(1) Roads YES

(2) Curb and gutters YES

(3) Parking areas YES

(4) Service areas YES

(5) Walks YES

(6) Courtyards, plazas, entryways, etc. YES

(7) Brick paving

c. Location of inlets (coordinate with Sanitary) YES

DESIGN DEVELOPMENT

NO. SITE – DESIGN DEVELOPMENT ITEM

COMMENTS/

YES/NO/NA

d. Fencing for security NO

e. Accessibility requirements

(1) Accessible parking and van spaces YES

(2) Accessible curb ramps YES

(3) Accessible ramps (exterior) YES

f. Mechanical equipment pads (coordinate with Mechanical)

g. Electrical equipment pads (coordinate with Electrical)

h. Expansion, contraction, and construction joint locations

i. Construction limits YES

j. Underground utilities (coordinate with other disciplines)

(1) Power

(2) Telephone

(3) Water YES

(4) Gas

(5) Sewer

(6) Storm Drainage YES

(7) Fuel tanks/O2 tanks

k. Light poles and fire hydrants (coordinate with other disciplines) YES

7 GRADING PLAN - Do drawings show:

a. First floor building elevations (coordinate with Architectural)

b. Spot elevations at structure corners, entrances, exits, platforms and other critical areas (coordinate with Architectural)

YES

c. Elevations of equipment at grade (coordinate with other disciplines)

YES

d. Contour lines

(1) Existing YES

(2) New YES

e. Storm drainage inlet elevations (coordinate with Sanitary) YES

f. Existing grades YES

g. Grading limits YES

8 ROCK EXCAVATION (Quantity)

9 Compliance with VA National CAD Standard Application Guide and applicable National CAD Standard modules.

10 ROAD PROFILES AND ALIGNMENT - Do drawings show: NO

a. Horizontal alignment

b. Vertical alignment

c. All traversed utilities

11 SIGNAGE PLAN

12 SIGNAGE DETAILS

13 CONSTRUCTION DETAILS YES

14 NOTES YES

15 ROCK EXCAVATION (Quantity) NO

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