Attachment 4-550-21-703 - 21_10_20 - Bid Estimate.pdf

1221 N. Pennsylvania St.

Indianapolis, IN 46202 www.guidondesign.com 317.800.6388

COST ESTIMATE

EHRM Training and Administrative

Space Support

100% Construction Bid Documents

October 20, 2021

Client Project No. 550-21-703

Guidon Project No. 19.5002.13

I. PROJECT INFORMATION

Project Title: EHRM Training and Administrative Space Support

Project Location: Danville, IL

Owner: VA Illiana Health Care System

Construction Budget: $2,462,400

Designer: GUIDON-CMTA SDVOSB JV, LLC.

Estimator: Loren Farmer

Design Phase: 100%

Estimate Class: AACE Estimate Class 1

Estimate Software: WinEst

II. PROJECT BACKGROUND

Construction to provide classroom training and administrative space to support the VA FY 2018 – 2024 Strategic Plan Electronic Health Record priority and the Electronic Health Record Modernization (EHRM) program. This design will include power and site improvements for trailers supplied and placed by others. The project will consist of three (3) phases (electrical installation, site preparation, and site restoration).

III. CURRENT ESTIMATE SUMMARY

ITEM ESTIMATE NOTES

100% Construction Bid Documents $879,007 Overall Estimate

• Phase 1 $383,624 Communications, Electrical Installation, and Wood Frame Shed

• Phase 2 $256,462 Demolition & Site Preparation

• Phase 3 $238,921 Demolition & Site Restoration

IV. CONSTRUCTION SCHEDULE

PHASE 1 & 2 PHASE 3

Duration: 4 Months 1.5 Months

Start: January 1, 2022 October 1, 2022

Midpoint: March 1, 2022 October 23, 2022

Completion: May 1, 2022 November 15, 2022

V. MARK-UPS

Subcontractor

• Overhead & Profit 25% (applied to only subcontractor work items)

Prime Contractor

• General Conditions 10%

• Overhead 10%

• Profit 10%

• Bonds/Insurance 2%

• Limited Bidding Env. 10%

• Phasing Premium 10% (applied to phase 3)

• Design Contingency 0%

• Sales Tax 0% (not applicable for federal projects)

Owner

• Ph 1/2 Escalation 3% (escalated to assumed midpoint of construction)

• Ph 3 Escalation 5% (escalated to assumed midpoint of construction)

VI. ALLOWANCES / ASSUMPTIONS

• No allowances have been made for any below grade items not indicated on the site plan, unknown conditions, contaminated soils.

• Each line item has a minimal markup factor that includes minor incidentals. All other markups are as defined in Section VI of this document

VII. EXCLUSIONS

• Any unidentified existing utility modifications or contaminated soils

VIII. ESTIMATING METHODOLOGY

This cost estimate was prepared in accordance with AACE® International Recommended Practice No. 56R-08: Cost Estimate Classification System as Applied for the Building and General Construction Industries. This estimate is consistent with the best estimating practices of the Government construction industry, FAR 36.203, and are current, accurate, and complete.

This cost estimate is consistent with a Class 1 estimate based on the Maturity Level of Project Definition Deliverables as expressed as a percentage of complete definition. The end usage can be used as a check estimate or bid / tender and includes detailed unit costs with detailed take-off. The expected accuracy range is L: -3% to -10%; H: +3% - + 15% depending on the construction complexity of the project, appropriate reference information and other risks (after inclusion of an appropriate contingency determination).

This estimate has been developed based on following design data:

• Design drawings for the referenced design phase

• Specifications for the referenced design phase

IX. ESTIMATE TRACKING

DESIGN PHASE SUBMISSION DATE ESTIMATED COST

35% Schematic Design July 30, 2021 $507,581

• Phase 1 $251,018

• Phase 2 $125,190

• Phase 3 $131,373

65% Design Development September 20, 2021 $891,388

• Phase 1 $402,315

• Phase 2 $239,388

• Phase 3 $249,685

95% Construction Documents October 8, 2021 $923,037

• Phase 1 $398,817

• Phase 2 $266,737

• Phase 3 $257,483

100% Construction Bid Documents October 20, 2021 $879,007

• Phase 1 $383,624

• Phase 2 $256,462

• Phase 3 $238,921

PHASE 1

Page 1 of 3 Danville EHRM Phase 1 Division - Details

10/15/2021

Item Item Takeoff Labor Mat Equip Subs Other User Grand CSI Code Description Qty Unit Total Total Total Total Total Total Total

01 General Conditions 01103200 Danville EHRM site Phase 1 Revised 10-7-21

General Conditions Total

02 Site Construction 02315110 0300 Handholes Backfill, 6" layers, compaction in layers, hand tamp, add 8.000 E.C.Y. 593.04 593.04 02315110 2300 Backfill, trench, 6" to 12" lifts, dozer backfilling, compaction with sheepsfoot 8.000 E.C.Y. 59.20 511.28 570.48 roller 02315462 6120 Handhole/ pit excavation hydraulic backhoe 10.000 B.C.Y. 225.00 166.90 391.90 02445300 0300 Horizontal boring, 1/2" thick wall, includes casing only, 100' minimum, 165.000 LF 13,906.20 3,135.00 7,012.50 24,053.70 includes jacking pit 02580420 0800 Electrical underground ducts and manholes, hand holes, precast concrete, 1.000 EA 940.10 655.00 75.35 1,670.45 with concrete cover, 3' x 3' x 3' deep, excludes excavation, backfill and cast in place concrete

Site Construction Total 15,723.54 3,790.00 7,766.03 27,279.57

03 Concrete 03305340 3580 Structural concrete, in place, storage shed (3000 psi), 8' x 8' x 10", includes 1.000 EA 1,486.24 455.00 3.76 1,945.00 forms(4 uses), Grade 60 rebar, concrete (Portland cement Type I), placing and finishing

Concrete Total 1,486.24 455.00 3.76 1,945.00

06 Wood, Plastics and Composites 06111024 5105 Wood framing, storage shed 7x7 with 4ft door 1.000 EA 800.00 4,250.00 350.00 5,400.00

Wood, Plastics and Composites Total 800.00 4,250.00 350.00 5,400.00

26 Electrical 26051990 0400 Wire, Xformer to panelboard/ ground/copper, stranded, 600 volt, 250 kcmil, 0.100 Clf 37.89 62.00 99.89 type THW, normal installation conditions in wireway, conduit, cable tray 26051990 0500 Wire, Xformer to panelboard/ copper, stranded, 600 volt, 600 kcmil, type 1.500 Clf 869.23 2,437.50 3,306.73

THW, normal installation conditions in wireway, conduit, cable tray 26051990 1650 Bldg 99 to manhole and Xformer/ Wire, copper, stranded, 600 volt, 2/0, type 15.500 Clf 4,053.46 20,026.00 24,079.46

THWN-THHN, normal installation conditions in wireway, conduit, cable tray 26052680 1480 Bldg 99 to manhole/ Xformer Ground wire, aluminum wire, bare stranded, 8.500 Clf 3,220.63 2,652.00 5,872.63

600 kcmil 26053313 1970 Rigid galvanized steel conduit, 4" diameter, to 10' H, incl 2 terminations, 2 10.000 LF 378.90 240.00 618.90 elbows, 11 beam clamps, and 11 couplings per 100 LF 26053313 2220 Rigid galvanized steel conduit elbows, 4" diameter, to 10' high 2.000 EA 377.41 148.00 525.41 26121920 0200 Transformer, liquid-filled, 5 kV or 15 kV primary, 277/480 V secondary, 3 1.000 EA 4,715.21 29,000.00 528.00 34,243.21 phase, 500 kVA, pad mounted 26241310 3370 Switchboards, with ground fault, 120/208 V, 2,000 amp, incl CT 1.000 EA 5,422.00 55,836.00 1,200.00 62,458.00 compartment, excl CT's or PT's 26271610 7500 Cabinets, current transformer, double door, 48" H x 36" W x 10" D 1.000 EA 1,262.99 630.00 1,892.99

Electrical Total 20,337.72 111,031.50 1,728.00 133,097.22

27 Communications 27132313 0105 Fiber optic cable, 12 strand, multi mode 4.000 Clf 454.68 386.00 840.68

Communications Total 454.68 386.00 840.68

32 Exterior Improvements 32171313 1400 Transformer Protection, pipe bollards, concrete filled/painted, 8' L x 4' D 9.000 EA 1,033.50 6,705.00 142.56 7,881.06 hole, 8" diam.

Exterior Improvements Total 1,033.50 6,705.00 142.56 7,881.06

33 Utilities 33050723 1100 Horizontal boring, , mobilization and demobilization 1.000 EA 13,225.00 13,225.00

Page 2 of 3 Danville EHRM Phase 1 Division - Details

Item Item Takeoff Labor Mat Equip Subs Other User Grand CSI Code Description Qty Unit Total Total Total Total Total Total Total

33711915 1070 Electrical underground ducts and manholes, PVC, conduit with coupling, 144.000 LF 4,590.72 2,759.04 1,051.20 8,400.96 2each 4" diameter, schedule 40, installed by duct bank, excludes excavation, backfill and cast in place concrete

Utilities Total 4,590.72 2,759.04 1,051.20 13,225.00 21,625.96

Grand Total 44,426.39 129,376.54 11,041.55 13,225.00 198,069.48

Page 3 of 3 Danville EHRM Phase 1 Division - Details

CSI Division Labor Mat Subs Equip Other User Total

02 Site Construction 15,724 3,790 7,766 27,280 03 Concrete 1,486 455 4 1,945 06 Wood, Plastics and 800 4,250 350 5,400

Composites 26 Electrical 20,338 111,032 1,728 133,097 27 Communications 455 386 841 32 Exterior Improvements 1,033 6,705 143 7,881 33 Utilities 4,591 2,759 13,225 1,051 21,626

General Conditions 10% 19,807 Overhead 10% 21,788

Limited Bid Enviroment 10% 23,966 Design Contingency 0%

Subcontractor mark up/ market conditions 25% 69,203 Subtotal 332,833

Profit 10% 33,283 Escalation 3% 9,985

Subtotal 376,102 Bond 2% 7,522

Total Estimate 383,624

PHASE 2

Page 1 of 2 EHRM Danville VA Division - Details

Item Item Takeoff Labor Mat Equip Subs Other User Grand CSI Code Description Qty Unit Total Total Total Total Total Total Total

01 General Conditions 01103200 EHRM Training Center/ Danville / Phase 2 Revised 10-7

General Conditions Total

02 Site Construction 02230500 0500 Topsoil stripping and stockpiling, topsoil, Equipment at stockpile site 889.000 CY 800.10 2,204.72 3,004.82 02230500 1300 Topsoil stripping and stockpiling, topsoil, clay, very hard, adverse 889.000 CY 1,209.04 3,307.08 4,516.12 conditions, 400 HP dozer 02310100 0012 Fine grading, finish grading, small area, to be paved with grader 5,333.000 SY 15,420.27 9,620.73 25,041.01 02310340 0260 Rough grading sites, stockpile, open, 45,100-50,000 S.F., grader 1.000 EA 1,618.93 1,006.50 2,625.43 02315492 0534 Cycle hauling(wait, load, travel, unload or dump & return) time per cycle, 1,337.000 L.C.Y. 10,465.58 6,941.70 17,407.28 excavated or borrow, loose cubic yards, 35 min wait/load/unload, 8 C.Y.

truck, cycle 6 miles, 20 MPH, excludes loading equipment

02370700 0020 Stockpile/ Synthetic erosion control, jute mesh, 100 SY per roll, 4' wide, 1,000.000 SY 620.24 990.00 110.00 1,720.24 stapled

02370700 1000 Stockpile/ Synthetic erosion control, silt fence, install and maintain, remove, 600.000 LF 742.14 294.00 85.80 1,121.94 3' high

02720200 0100 Base course drainage layers, Structure locations, aggregate base course 3,200.000 SY 1,967.61 17,120.00 2,745.60 21,833.21 for roadways and large paved areas, stone base, compacted, 3/4" stone base, to 6" deep

Site Construction Total 32,843.92 18,404.00 26,022.14 77,270.06

31 Earthwork 31251416 1000 Synthetic erosion control, site, silt fence, install and remove, 3' high 900.000 LF 2,389.12 396.00 277.20 3,062.32 31321916 1510 Geosynthetic soil stabilization,rock areas, geotextile fabric, woven, heavy 3,200.000 SY 1,432.43 5,600.00 7,032.43 duty, 600 lb. tensile strength Earthwork Total 3,821.56 5,996.00 277.20 10,094.76

32 Exterior Improvements 32061010 0100 Sidewalks, driveways, and patios, side walks, asphaltic concrete, 2-1/2" 442.000 SY 6,762.60 4,928.30 2,148.12 13,839.02 thick, excludes base 32061010 0350 Sidewalks, driveways, and patios, sidewalk, concrete, cast-in-place with 6 x 1,430.000 SF 7,564.70 5,391.10 12,955.80

6 - W1.4 x W1.4 mesh, broomed finish, 3,000 psi, 5" thick, excludes base 32112323 0360 Base course drainage layers, sidewalks, aggregate base course, bank run 442.000 SY 649.74 1,701.70 1,122.68 3,474.12 gravel, spread & compacted, 4" deep 32333310 1750 Tree Protection Temporary 4.000 EA 274.41 1,760.00 38.06 2,072.47 32921913 0310 Seeding, mechanical seeding, fine grading and seeding, with equipment, 3,200.000 SY 10,667.37 1,504.00 774.40 12,945.77 includes lime, fertilizer & seed Exterior Improvements Total 25,918.81 15,285.10 4,083.26 45,287.17

Grand Total 62,584.29 39,685.10 30,382.60 132,651.99

Page 2 of 2 EHRM Danville VA Division - Details

CSI Division Labor Mat Subs Equip Other User Total

02 Site Construction 32,844 18,404 26,022 77,270 31 Earthwork 3,822 5,996 277 10,095 32 Exterior Improvements 25,919 15,285 4,083 45,287

General Conditions 10% 13,265 Overhead 10% 14,592

Limited Bid Enviroment 10% 16,051 Design Contingency 0%

Subcontractor mark up 25% 46,034 Subtotal 222,594

Profit 10% 22,259 Escalation 3% 6,678

Subtotal 251,531 Bond 2% 4,930

Total Estimate 256,462

PHASE 3

Page 1 of 2 Danville EHRM phase 3 Division - Details

Item Item Takeoff Labor Mat Equip Subs Other User Grand CSI Code Description Qty Unit Total Total Total Total Total Total Total

01 General Conditions 01103200 Danville EHRM site Phase 3

General Conditions Total

02 Site Construction 02411330 4100 Minor site demolition, sidewalk, concrete, plain, 4" thick, remove, excludes 119.000 SY 1,277.78 595.00 1,872.78 hauling 02411916 1200 Selective demolition, cutout, concrete, slab on grade, bar reinforced, to 6" 64.000 SF 2,285.14 333.70 2,618.84 thick, under 8 S.F., excludes loading and disposal 02411916 1200 Selective demolition, , concrete pad for switch panel, slab on grade, bar 15.000 SF 535.58 78.21 613.79 reinforced, to 4" thick,., includes loading 02411920 0100 Selective demolition, dump charges, typical urban city, building construction 652.000 ton 48,248.00 48,248.00 materials, includes tipping fees only 02220240 4010 Minor site demolition, sidewalk, bituminous, 2-1/2" thick, remove, excludes 442.000 SY 2,193.50 481.34 2,674.84 hauling 02310340 0260 Rough grading sites/ spread fill, open, 45,100-50,000 S.F., grader 1.000 EA 13,218.93 3,006.50 16,225.43 02315110 1700 Backfill, bulk, 6" to 12" lifts, dozer backfilling, compaction with sheepsfoot 402.000 E.C.Y. 489.78 1,012.64 1,502.41 roller 02315424 1800 Aggregate demo/Excavating, bulk bank measure, 1/2 C.Y. = 30 C.Y./hour, 402.000 B.C.Y. 1,985.87 1,587.50 3,573.37 hydraulic excavator, truck mounted, excluding truck loading 02315452 0600 Loading Equipment/ stockpile 402.000 B.C.Y. 1,571.60 2,608.98 4,180.58 02315492 0124 Soil stockpile/ Cycle hauling(wait, load, travel, unload or dump & return) time 402.000 L.C.Y. 3,650.16 2,279.34 5,929.50 per cycle, excavated or borrow, loose cubic yards, 15 min wait/load/unload, 8 C.Y. truck, cycle 8 miles, 15 MPH, excludes loading equipment

02315492 0124 Asphalt walks demo/ Cycle hauling(wait, load, travel, unload or dump & 147.000 L.C.Y. 1,334.76 833.49 2,168.25 return) time per cycle, excavated or borrow, loose cubic yards, 15 min wait/load/unload, 8 C.Y. truck, cycle 8 miles, 15 MPH, excludes loading equipment

02315492 0124 Aggregate demo/ Cycle hauling(wait, load, travel, unload or dump & return) 442.000 L.C.Y. 4,013.36 2,506.14 6,519.50 time per cycle, excavated or borrow, loose cubic yards, 15 min wait/load/unload, 8 C.Y. truck, cycle 8 miles, 15 MPH, excludes loading equipment

02370700 1000 Synthetic erosion control, silt fence, install and maintain, remove, 3' high 1,000.000 LF 1,236.90 490.00 143.00 1,869.90 02920310 0310 Seeding, mechanical seeding, fine grading and seeding, with equipment, 5,333.000 SY 16,631.45 2,453.18 1,877.22 20,961.85 includes lime, fertilizer & seed Site Construction Total 50,424.81 51,191.18 17,343.05 118,959.03

26 Electrical 26050525 8120 Current transformer, 3 phase 4 wire, 2,000 to 4,000 A, includes conduits 3, 1.000 EA 472.50 472.50 electrical demolition, remove 26050535 3550 Switchboard, incoming section, 2,000 A, electrical demolition,includes 1.000 EA 720.65 350.00 1,070.65 conduits and wire remove Electrical Total 1,193.15 350.00 1,543.15

31 Earthwork 31232320 1082 Cycle hauling/ sidewalk demo/ (wait, load, travel, unload or dump & return) 27.000 L.C.Y. 245.16 239.09 484.25 time per cycle, excavated or borrow, loose cubic yards, 15 min load/wait/unload, 12 C.Y. truck, cycle 40 miles, 40 MPH, excludes loading equipment

Earthwork Total 245.16 239.09 484.25

Grand Total 51,863.12 51,191.18 17,932.13 120,986.43

Page 2 of 2 Danville EHRM phase 3 Division - Details

CSI Division Labor Mat Subs Equip Other User Total

02 Site Construction 50,425 51,191 17,343 118,959 26 Electrical 1,193 350 1,543 31 Earthwork 245 239 484

General Conditions 10% 12,099 Overhead 10% 13,020

Limited Bid Enviroment 10% 14,322 Design Contingency 0%

Subcontractor mark up 25% 43,326 Subtotal 203,753

Profit 10% 20,375 Escalation 5% 10,188

Subtotal 234,317 Bond 2% 4,605

Total Estimate 238,921