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HMS Project No. 13183
PREPARED FOR:
ECI/Hyer Inc
SCHEMATIC DESIGN SUBMITTAL (REVISION 1)CONSTRUCTION COST ESTIMATE
WASILLA PUBLIC LIBRARY CITY OF WASILLAWASILLA, ALASKA
ECI/Hyer Inc.101 West Benson Boulevard, Suite 306
Anchorage, Alaska 99503
January 24, 2014
4103 Minnesota Drive • Anchorage, Alaska 99503 p: 907.561.1653 • f: 907.562.0420 • e: [email protected]
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 2
DATE: 1/24/2014
DRAWINGS AND DOCUMENTS
Level of Documents: (21) schematic design drawings and systems narrativesDate Received: December 12, 2013Provided By: ECI/Hyer, Inc. and their subconsultants of Anchorage, Alaska
RATES
Pricing is based on current material, equipment and freight costs.
Labor Rates: A.S. Title 36 prevailing wage rates working 50 hours/week Premium Time: 10.00%
BIDDING ASSUMPTIONS
Contract: Standard City of Wasilla construction contract without restrictive bidding clausesBidding Situation: Competitive bids assumedBid Date: Fall 2014Start of Construction: Spring 2015Months to Complete: Within (15) months completion time
EXCLUDED COSTS
1. A/E design fees2. Administrative and management costs 3. Owner furnished equipment and furnishings (FFE)4. Remediation of contaminated soils, if found during construction5. Any work to existing ice rink6. Bus stop and shelter (existing)
NOTES REGARDING THE PREPARATION OF THIS ESTIMATE
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 3
DATE: 1/24/2014
GENERAL
When included in HMS Inc.'s scope of services, opinions or estimates of probable construction costs are prepared on the basis of HMS Inc.'sexperience and qualifications and represent HMS Inc.'s judgment as a professional generally familiar with the industry. However, since HMS Inc.has no control over the cost of labor, materials, equipment or services furnished by others, over contractor's methods of determining prices, or overcompetitive bidding or market conditions, HMS Inc. cannot and does not guarantee that proposals, bids, or actual construction cost will not varyfrom HMS Inc.'s opinions or estimates of probable construction cost.
This estimate assumes normal escalation based on the current economic climate. While the global economic downturn appears to be moderating,it remains unclear how its effects and subsequent economic recovery will affect construction costs. HMS Inc. will continue to monitor this, as wellas other international, domestic and local events, and the resulting construction climate, and will adjust costs and contingencies as deemedappropriate.
Review comments received January 23, 2014 have been incorporated into this submittal.
GROSS FLOOR AREA (PER ARCHITECT)
Main Level 23,707 SF
Platform (Not in GFA) 480 SF
NOTES REGARDING THE PREPARATION OF THIS ESTIMATE (Continued)
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 4
DATE: 1/24/2014
Total Cost/SF Area
BASE BID $ 9,859,783 $ 415.90 /GFA 23,707 GFA
ADDITIVE ALTERNATESAlternate 1 - Amphitheater 225,398 48.16 /SF 4,680 SFAlternate 2 - North Parking 186,740 13.46 /SF 13,869 SF
TOTAL BASE BID AND ADDITIVE ALTERNATES (BID FALL 2014): $ 10,271,921 $ 433.29 /GFA 23,707 GFA
EXTERIOR SIDING OPTIONSubstitute Parklex/Cedar Siding with Slate Shingle Siding ADD: $ 112,223
SCHEMATIC DESIGN GENERAL COST SUMMARY
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 5
DATE: 1/24/2014
Material Labor Total
01 - SITE WORK $ 617,559 $ 743,303 $ 1,360,862 02 - SUBSTRUCTURE 246,134 216,619 462,753 03 - SUPERSTRUCTURE 381,443 285,366 666,809 04 - EXTERIOR CLOSURE 390,222 261,392 651,614 05 - ROOF SYSTEMS 196,682 169,476 366,158 06 - INTERIOR CONSTRUCTION 519,527 365,276 884,803 07 - CONVEYING SYSTEMS 0 0 0 08 - MECHANICAL 681,979 619,914 1,301,893 09 - ELECTRICAL 355,620 391,992 747,612 10 - EQUIPMENT 179,481 61,618 241,099 11 - SPECIAL CONSTRUCTION 12,439 10,443 22,882
SUBTOTAL: $ 3,581,086 $ 3,125,399 $ 6,706,485
12 - GENERAL REQUIREMENTS 1,734,084
SUBTOTAL: $ 8,440,569
13 - CONTINGENCIES 1,419,214
TOTAL ESTIMATED CONSTRUCTION COST (BID FALL 2014): $ 9,859,783COST PER SQUARE FOOT: $ 415.90 /SFGROSS FLOOR AREA: 23,707 SF
SCHEMATIC DESIGN COST SUMMARY
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 6
DATE: 1/24/2014
Total Rate $/SFMaterial Labor Material/Labor Total Cost Floor Area
01 - SITE WORK $ 1,360,862 $ 57.40 011 - Hazmat Abatement $ 0 $ 0 $ 0 0.00 012 - Site Preparation and Earthwork 44,174 272,832 317,006 13.37 013 - Site Improvements 348,177 284,261 632,438 26.68 014 - Site Mechanical 134,486 124,499 258,985 10.92 015 - Site Electrical 90,722 61,711 152,433 6.43
02 - SUBSTRUCTURE $ 462,753 $ 19.52 021 - Standard Foundations $ 111,133 $ 113,883 $ 225,016 9.49 022 - Slab on Grade 135,001 102,736 237,737 10.03 023 - Basement 0 0 0 0.00 024 - Special Foundations 0 0 0 0.00
03 - SUPERSTRUCTURE $ 666,809 $ 28.13 031 - Floor Construction $ 5,267 $ 4,182 $ 9,449 0.40 032 - Roof Construction 376,176 281,184 657,360 27.73 033 - Stair Construction 0 0 0 0.00
04 - EXTERIOR CLOSURE $ 651,614 $ 27.49 041 - Exterior Walls $ 190,434 $ 210,892 $ 401,326 16.93 042 - Exterior Doors and Windows 199,788 50,500 250,288 10.56
05 - ROOF SYSTEMS $ 366,158 $ 15.45 051 - Roofing $ 187,077 $ 165,202 $ 352,279 14.86 052 - Roof Accessories 9,605 4,274 13,879 0.59
06 - INTERIOR CONSTRUCTION $ 884,803 $ 37.32 061 - Partitions and Doors $ 202,089 $ 106,557 $ 308,646 13.02 062 - Interior Finishes 295,233 250,757 545,990 23.03 063 - Specialties 22,205 7,962 30,167 1.27
Element
ELEMENTAL SUMMARY
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 7
DATE: 1/24/2014
Total Rate $/SFMaterial Labor Material/Labor Total Cost Floor AreaElement
ELEMENTAL SUMMARY
07 - CONVEYING SYSTEMS $ 0 $ 0 $ 0 $ 0.00
08 - MECHANICAL $ 1,301,893 $ 54.92 081 - Plumbing $ 72,499 $ 77,968 $ 150,467 6.35 082 - HVAC 543,266 465,079 1,008,345 42.53 083 - Fire Protection 63,982 72,155 136,137 5.74 084 - Special Mechanical Systems 2,232 4,712 6,944 0.29
09 - ELECTRICAL $ 747,612 $ 31.54 091 - Service and Distribution $ 83,524 $ 50,927 $ 134,451 5.67 092 - Lighting and Power 168,925 183,647 352,572 14.87 093 - Special Electrical Systems 103,171 157,418 260,589 10.99
10 - EQUIPMENT $ 241,099 $ 10.17 101 - Fixed and Movable Equipment $ 13,770 $ 2,717 $ 16,487 0.70 102 - Furnishings 165,711 58,901 224,612 9.47
11 - SPECIAL CONSTRUCTION $ 12,439 $ 10,443 $ 22,882 $ 0.97 SUBTOTAL DIRECT WORK: $ 3,581,086 $ 3,125,399 $ 6,706,485
12 - GENERAL REQUIREMENTS $ 1,734,084 $ 73.15 121 - Mobilization $ 41,250 1.74 122 - Operation Costs 1,044,619 44.06 123 - Profit 648,215 27.34
13 - CONTINGENCIES $ 1,419,214 $ 59.86 131 - Estimator's Contingency 13.50% $ 1,139,477 48.07 132 - Escalation Contingency 2.92% 279,737 11.80
TOTAL ESTIMATED CONSTRUCTION COST: $ 9,859,783 $415.90 /SFGROSS FLOOR AREA: 23,707 SF
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 8
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
012 - Site Preparation and Earthwork $ $ $ $ $ $
PREPARATION
Site survey and staking 3.26 AC 750.00 2,445 4500.00 14,670 5250.00 17,115
Erosion and pollution control at parking, etc. 34,876 SF 0.03 1,046 0.07 2,441 0.10 3,487
SWPPP requirements and maintenance 3 MOS 500.00 1,500 1250.00 3,750 1750.00 5,250
Traffic control, barriers, etc. (minimal) 1 LOT 1000.00 1,000 1500.00 1,500 2500.00 2,500
Construction fencing and gates 900 LF 10.50 9,450 4.80 4,320 15.30 13,770
EARTHWORK
Cut trees, grub up roots and dispose 2.79 AC 5000.00 13,950 5000.00 13,950
Excavate average 12" deep overburden anddispose off site 4,496 CY 7.25 32,596 7.25 32,596
Excavate 24" deep under building and stockpile 1,756 CY 5.50 9,658 5.50 9,658
Excavate knoll and under parking/pavements, etc.and stockpile 9,748 CY 5.50 53,614 5.50 53,614
Form berms, etc. with stockpile 1,500 CY 4.20 6,300 4.20 6,300
Dispose surplus off site, parking, etc. 10,004 CY 7.25 72,529 7.25 72,529
24" deep NFS fill under building, compacted(quantity by engineer) 2,070 CY 12.25 25,358 7.00 14,490 19.25 39,848
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 9
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
012 - Site Preparation and Earthwork $ $ $ $ $ $
EARTHWORK (Continued)
Rough grade site 121,405 SF 0.15 18,211 0.15 18,211
Soil compaction tests 15 EA 225.00 3,375 225.00 3,375
SUBTOTAL: $ 44,174 $ 248,029 $ 292,203
Labor Premium Time 10.00% 24,803 24,803
TOTAL ESTIMATED COST: $ 44,174 $ 272,832 $ 317,006
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 10
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
013 - Site Improvements $ $ $ $ $ $
CONCRETE WALKS/PLAZA/CURBS, ETC.
6" subbase, compacted 312 CY 14.50 4,524 7.50 2,340 22.00 6,864
4" broom finished, mesh reinforced scoredconcrete walks and plaza 9,344 SF 3.95 36,909 3.20 29,901 7.15 66,810
4" patterned concrete walks with borders 1,290 SF 4.70 6,063 4.20 5,418 8.90 11,481
4" concrete platform with various finishes 1,341 SF 6.40 8,582 4.80 6,437 11.20 15,019
6" reinforced concrete utility pad/dock slab 424 SF 6.40 2,714 4.50 1,908 10.90 4,622
Straight edge concrete curbs at sidewalk 426 LF 10.30 4,388 11.75 5,006 22.05 9,394
Concrete curbs and gutter at roads 395 LF 12.50 4,938 13.70 5,412 26.20 10,350
Extra for ADA curb cuts (2) 80 SF 1.15 92 2.70 216 3.85 308
Detectable tile mats (2) 16 SF 18.50 296 7.70 123 26.20 419
ELEVATED WALK
6" diameter x 15'0" long pipe piles 24 EA 585.00 14,040 420.00 10,080 1005.00 24,120
12"x18" precast concrete beams 480 LF 36.20 17,376 10.50 5,040 46.70 22,416
6" precast concrete walk panels 1,440 SF 10.70 15,408 4.50 6,480 15.20 21,888
1 1/2" diameter (3) pipe railing 480 LF 49.00 23,520 21.50 10,320 70.50 33,840
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 11
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
013 - Site Improvements $ $ $ $ $ $
RETAINING AND PLANTERS WALLS
18"x10" reinforced concrete footing includingexcavation and backfill at planters 108 LF 13.70 1,480 15.50 1,674 29.20 3,154
30"x12" reinforced concrete footing at retainingwalls 245 LF 22.80 5,586 18.50 4,533 41.30 10,119
8" thick reinforced concrete walls 1,794 SF 9.40 16,864 12.25 21,977 21.65 38,841
Extra for smooth finish to exposed surfaces 1,020 SF 1.50 1,530 2.15 2,193 3.65 3,723
AC PAVEMENT
4" D1 leveling course, compacted 430 CY 20.50 8,815 7.50 3,225 28.00 12,040
Finish grade 28,067 SF 0.20 5,613 0.20 5,613
2" AC pavement (359 tons) 27,367 SF 1.35 36,945 1.10 30,104 2.45 67,049
Patch roadway pavement for utilities 700 SF 2.20 1,540 1.70 1,190 3.90 2,730
Match existing pavements (2) 100 LF 2.20 220 4.70 470 6.90 690
Asphalt tests 6 EA 175.00 1,050 175.00 1,050
Mark parking stalls 60 EA 15.00 900 25.00 1,500 40.00 2,400
Mark handicapped accessible symbols 4 EA 20.00 80 37.00 148 57.00 228
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 12
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
013 - Site Improvements $ $ $ $ $ $
AC PAVEMENT (Continued)
Crosshatch markings (2) 200 SF 0.70 140 0.65 130 1.35 270
Single panel ADA signs, posts and bases 3 EA 138.00 414 125.00 375 263.00 789
Double panel ADA sign, post and base 1 EA 175.00 175 140.00 140 315.00 315
Traffic signs, posts and bases 2 EA 165.00 330 135.00 270 300.00 600
FURNISHINGS, SCULPTURES, ETC.
6"x48" concrete filled pipe bollards and basesat transformer and dumpster 6 EA 385.00 2,310 330.00 1,980 715.00 4,290
10'0"x7'0" monumental facility sign overconcrete bases 1 EA 8500.00 8,500 3700.00 3,700 12200.00 12,200
(7) slot wave style bike rack fixed to walk 1 EA 890.00 890 150.00 150 1040.00 1,040
Trash receptacles 4 EA 635.00 2,540 50.00 200 685.00 2,740
30'0" flag pole and base 1 EA 2250.00 2,250 975.00 975 3225.00 3,225
20'0"x3'0" low stone wall sculpture feature at libraryentrance 1 EA 6500.00 6,500 4500.00 4,500 11000.00 11,000
8'0"x20'0" sculpture at plaza 1 EA 10500.00 10,500 6000.00 6,000 16500.00 16,500
Bench/table unit 1 EA 880.00 880 100.00 100 980.00 980
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 13
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
013 - Site Improvements $ $ $ $ $ $
FURNISHINGS, SCULPTURES, ETC. (Continued)
Custom tables 2 EA 3500.00 7,000 70.00 140 3570.00 7,140
6'0" custom benches 8 EA 2000.00 16,000 70.00 560 2070.00 16,560
6'0" dumpster screen wall 24 LF 39.50 948 15.00 360 54.50 1,308
8'0"x6'0" gate 1 EA 840.00 840 330.00 330 1170.00 1,170
CULVERTS AND SWALES
18" diameter CMP culvert (1) 10 LF 18.15 182 21.00 210 39.15 392
24" diameter CMP culvert (1) 64 LF 22.80 1,459 24.00 1,536 46.80 2,995
18" to 24" diameter flare ends 4 EA 140.00 560 115.00 460 255.00 1,020
24"x24" concrete construction landscape weirstructures (3) 92 LF 58.00 5,336 35.00 3,220 93.00 8,556
Form grass lined swales/rain feature (448 LF) 2,688 SF 1.55 4,166 2.70 7,258 4.25 11,424
LANDSCAPING
Uproot and relocate Mountain Ash trees from new driveway 2 EA 75.00 150 550.00 1,100 625.00 1,250
Plant 1 1/2" caliper new native Birch trees 100 EA 140.00 14,000 165.00 16,500 305.00 30,500
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 14
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
013 - Site Improvements $ $ $ $ $ $
LANDSCAPING (Continued)
Deciduous trees at berms, etc. 50 EA 180.00 9,000 170.00 8,500 350.00 17,500
Coniferous trees 42 EA 300.00 12,600 190.00 7,980 490.00 20,580
Shrubs 180 EA 35.00 6,300 27.00 4,860 62.00 11,160
Perennials/ground cover, etc. 900 EA 9.25 8,325 5.75 5,175 15.00 13,500
18" to 24" deep stockpile screened/fertilizedtopsoil at trees and planters, etc. 562 CY 2.50 1,405 7.20 4,046 9.70 5,451
4" deep stockpile screened/fertilized topsoil atgrass areas 400 CY 2.50 1,000 6.00 2,400 8.50 3,400
3" bark mulch 6,072 SF 0.45 2,732 0.22 1,336 0.67 4,068
6" washed rock drip strip (20 CY) 1,078 SF 0.90 970 1.20 1,294 2.10 2,264
Landscape edging 652 LF 3.80 2,478 2.50 1,630 6.30 4,108
Non-mow grass mix 5.70 MSF 65.00 371 270.00 1,539 335.00 1,910
Wild flower seed mix 19.10 MSF 82.00 1,566 270.00 5,157 352.00 6,723
1 year maintenance and warranty 1 LOT 1500.00 1,500 3000.00 3,000 4500.00 4,500
SUBTOTAL: $ 348,177 $ 258,419 $ 606,596
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 15
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
013 - Site Improvements $ $ $ $ $ $
Labor Premium Time 10.00% 25,842 25,842
TOTAL ESTIMATED COST: $ 348,177 $ 284,261 $ 632,438
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 16
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
014 - Site Mechanical $ $ $ $ $ $
WATER
6" DI water line 593 LF 21.30 12,631 24.00 14,232 45.30 26,863
6" fittings/couplings 30 EA 95.00 2,850 115.00 3,450 210.00 6,300
6"x8" line tap to existing line including fee 1 EA 7500.00 7,500 1500.00 1,500 9000.00 9,000
6" building connection and sleeve 1 EA 152.00 152 185.00 185 337.00 337
6" gate valve and box 3 EA 870.00 2,610 320.00 960 1190.00 3,570
Fire hydrant assembly 1 EA 2350.00 2,350 1420.00 1,420 3770.00 3,770
Concrete thrust blocks 8 EA 170.00 1,360 135.00 1,080 305.00 2,440
Magnesium cathodic protection wire and anodes 593 LF 5.70 3,380 2.50 1,483 8.20 4,863
Test and disinfect piping 1 LOT 150.00 150 950.00 950 1100.00 1,100
SEWER
6" HDPE gravity main 107 LF 8.50 910 7.20 770 15.70 1,680
2" HDPE force main 160 LF 4.10 656 5.40 864 9.50 1,520
6" fittings and couplings 6 EA 42.00 252 65.00 390 107.00 642
2" fittings and couplings 8 EA 19.00 152 37.00 296 56.00 448
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 17
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
014 - Site Mechanical $ $ $ $ $ $
SEWER (Continued)
6" yard cleanout 1 EA 380.00 380 295.00 295 675.00 675
48" diameter x 84" deep manhole, cover and frame 1 EA 2850.00 2,850 1730.00 1,730 4580.00 4,580
2,500 gallon double compartment steel septic tankwith vents, manholes, etc. 1 EA 9750.00 9,750 2150.00 2,150 11900.00 11,900
___ GPM, ___ HP duplex pumps lift station with wetwell alarms, floats, etc. 1 EA 18500.00 18,500 6200.00 6,200 24700.00 24,700
2" connection and fee to existing force main 1 EA 3200.00 3,200 900.00 900 4100.00 4,100
6" connection and sleeve to buildings 1 EA 140.00 140 170.00 170 310.00 310
2" to 6" manhole/cleanout connections 6 EA 48.00 288 75.00 450 123.00 738
Pressure test piping 1 LOT 100.00 100 700.00 700 800.00 800
STORM DRAINS
6" CPEP rainleaders 120 LF 5.80 696 4.70 564 10.50 1,260
6" cleanouts and building connections 4 EA 370.00 1,480 255.00 1,020 625.00 2,500
18" CPEP storm drain 245 LF 16.75 4,104 11.20 2,744 27.95 6,848
18" flare ends 2 EA 180.00 360 150.00 300 330.00 660
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 18
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
014 - Site Mechanical $ $ $ $ $ $
STORM DRAINS (Continued)
48" diameter x 72" manhole, cover and frame 1 EA 2370.00 2,370 1550.00 1,550 3920.00 3,920
18" manhole connections 2 EA 60.00 120 95.00 190 155.00 310
Test piping 1 LOT 100.00 100 600.00 600 700.00 700
NATURAL GAS
3" PVC gas line 160 LF 6.75 1,080 5.50 880 12.25 1,960
Enstar connection and fee 1 EA 2500.00 2,500 800.00 800 3300.00 3,300
Gas regulator and meter 1 EA 1350.00 1,350 520.00 520 1870.00 1,870
Building connection and sleeve 1 EA 65.00 65 115.00 115 180.00 180
Test piping 1 LOT 50.00 50 300.00 300 350.00 350
SNOW MELT SYSTEM
Note: HX, pumps, etc. with building systems.
2" rigid insulation under sidewalk (quantity by engineer) 1,000 SF 0.90 900 0.50 500 1.40 1,400
5/8" PEX tubing at 9" o/c 2,400 LF 1.25 3,000 1.40 3,360 2.65 6,360
2" to 1 1/2" insulated header piping 100 LF 15.20 1,520 17.50 1,750 32.70 3,270
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 19
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
014 - Site Mechanical $ $ $ $ $ $
SNOW MELT SYSTEM (Continued)
Snow sensors 2 EA 135.00 270 75.00 150 210.00 420
Zone manifold box and valves 2 EA 840.00 1,680 525.00 1,050 1365.00 2,730
Glycol agent 50 GAL 13.50 675 2.20 110 15.70 785
Test system 1 LOT 100.00 100 400.00 400 500.00 500
TRENCHING FOR UTILITIES
Excavate and stockpile 2,637 CY 5.50 14,504 5.50 14,504
Bedding material 204 CY 22.00 4,488 7.00 1,428 29.00 5,916
NFS fill, compacted 985 CY 14.50 14,283 6.50 6,403 21.00 20,686
Stockpile fill, compacted 1,738 CY 6.50 11,297 6.50 11,297
Dispose surplus on site 900 CY 3.50 3,150 3.50 3,150
6" PVC marker tapes 1,385 LF 0.52 720 0.33 457 0.85 1,177
SUBTOTAL: $ 112,072 $ 94,317 $ 206,389
Labor Premium Time 10.00% 9,432 9,432
SUBTOTAL: $ 112,072 $ 103,749 $ 215,821
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 20
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
014 - Site Mechanical $ $ $ $ $ $
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 22,414 20,750 43,164
TOTAL ESTIMATED COST: $ 134,486 $ 124,499 $ 258,985
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 21
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
015 - Site Electrical $ $ $ $ $ $
POWER
Transformer, pad and service to buildingincluding marker tape 1 LOT By MEA
Trenching and backfill 20 LF 1.50 30 6.20 124 7.70 154
4" RGS conduits for secondary service (2) 50 LF 24.60 1,230 13.20 660 37.80 1,890
#600 KCMIL XHHW copper conductors (4) 200 LF 14.20 2,840 5.10 1,020 19.30 3,860
#3/0 ground wire (1) 50 LF 4.15 208 2.60 130 6.75 338
Transformer and building equipment connections 4 EA 130.00 520 175.00 700 305.00 1,220
3/4"x10'0" ground rods 2 EA 65.00 130 155.00 310 220.00 440
#1/0 ground wire 20 LF 2.70 54 2.10 42 4.80 96
Exothermic connections 4 EA 18.00 72 57.00 228 75.00 300
STANDBY POWER Not Required
SITE LIGHTING, HEADBOLT HEATERS, ETC.
7" diameter x 20'0" long driven pipe pilefoundations 12 EA 730.00 8,760 550.00 6,600 1280.00 15,360
24" diameter x 36" concrete bumper with (4)anchor bolts 12 EA 520.00 6,240 350.00 4,200 870.00 10,440
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 22
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
015 - Site Electrical $ $ $ $ $ $
SITE LIGHTING, HEADBOLT HEATERS, ETC. (Continued)
20'0" steel poles 12 EA 1075.00 12,900 520.00 6,240 1595.00 19,140
LED fixtures, 260 watt with drivers 16 EA 1535.00 24,560 420.00 6,720 1955.00 31,280
Light bollards and bases 5 EA 1235.00 6,175 650.00 3,250 1885.00 9,425
Accent light fixtures at sign and sculpture 4 EA 585.00 2,340 290.00 1,160 875.00 3,500
Duplex headbolt heater receptacles on 4" galvanizedrigid steel conduit 4 EA 495.00 1,980 230.00 920 725.00 2,900
Trenching and backfill including bedding 178 CY 1.50 267 6.00 1,068 7.50 1,335
1" PVC marker tape 1,100 LF 0.52 572 0.33 363 0.85 935
1" PVC conduit 1,100 LF 2.35 2,585 5.30 5,830 7.65 8,415
#10 XHHW copper wire (3) 3,825 LF 0.35 1,339 0.75 2,869 1.10 4,208
#10 copper ground (1) 1,275 LF 0.25 319 0.70 893 0.95 1,212
Weatherproof disconnect switch and connectionsto lift station and sign 2 EA 235.00 470 150.00 300 385.00 770
DATA/COM
Trenching and backfill including bedding 38 CY 1.50 57 6.00 228 7.50 285
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 23
DATE: 1/24/2014
01 - SITE WORK MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
015 - Site Electrical $ $ $ $ $ $
DATA/COM (Continued)
6" PVC marker tape 200 LF 0.52 104 0.33 66 0.85 170
Data/com pull boxes 2 EA 385.00 770 275.00 550 660.00 1,320
2" PVC empty conduits (2) 200 LF 4.90 980 7.40 1,480 12.30 2,460
Cabling By Utility Co.
SECURITY/SURVEILLANCE Not Required
MISCELLANEOUS
Test and tag electrical 1 LOT 100.00 100 800.00 800 900.00 900
SUBTOTAL: $ 75,602 $ 46,751 $ 122,353
Labor Premium Time 10.00% 4,675 4,675
SUBTOTAL: $ 75,602 $ 51,426 $ 127,028
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 15,120 10,285 25,405
TOTAL ESTIMATED COST: $ 90,722 $ 61,711 $ 152,433
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 24
DATE: 1/24/2014
02 - SUBSTRUCTURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
021 - Standard Foundations $ $ $ $ $ $
FOUNDATIONS
Excavate and backfill for foundations in preparedpad 752 CY 2.50 1,880 8.75 6,580 11.25 8,460
Concrete bases 97 CY 125.00 12,125 80.00 7,760 205.00 19,885
Concrete grade beams 124 CY 125.00 15,500 90.00 11,160 215.00 26,660
Concrete strip footings 22 CY 125.00 2,750 75.00 1,650 200.00 4,400
Concrete piers 21 CY 125.00 2,625 95.00 1,995 220.00 4,620
8" concrete foundation/retaining walls 79 CY 125.00 9,875 80.00 6,320 205.00 16,195
Concrete waste (5%) 17 CY 125.00 2,125 75.00 1,275 200.00 3,400
Pump concrete 360 CY 45.00 16,200 45.00 16,200
Bar reinforcement to footings, bases and beams 19,380 LBS 0.70 13,566 0.65 12,597 1.35 26,163
Formwork to footings 898 SF 1.50 1,347 4.15 3,727 5.65 5,074
Formwork to bases/grade beams 1,764 SF 1.70 2,999 4.50 7,938 6.20 10,937
Formwork to piers 982 SF 2.45 2,406 5.20 5,106 7.65 7,512
Formwork to walls 982 SF 2.45 2,406 5.20 5,106 7.65 7,512
Bar reinforcement to concrete walls/piers 14,470 LBS 0.75 10,853 0.70 10,129 1.45 20,982
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 25
DATE: 1/24/2014
02 - SUBSTRUCTURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
021 - Standard Foundations $ $ $ $ $ $
FOUNDATIONS (Continued)
Membrane waterproofing to foundations 3,608 SF 1.80 6,494 2.90 10,463 4.70 16,957
4" rigid insulation 2,615 SF 1.65 4,315 1.00 2,615 2.65 6,930
MISCELLANEOUS
3/4"x12" anchor bolts for base plates 200 EA 8.80 1,760 21.50 4,300 30.30 6,060
1"x18" anchor bolts for base plates (19 plates x6 bolts) 114 EA 11.00 1,254 23.00 2,622 34.00 3,876
5/8"x6" anchor bolts, 32" o/c at walls 284 EA 2.30 653 7.70 2,187 10.00 2,840
SUBTOTAL: $ 111,133 $ 103,530 $ 214,663
Labor Premium Time 10.00% 10,353 10,353
TOTAL ESTIMATED COST: $ 111,133 $ 113,883 $ 225,016
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 26
DATE: 1/24/2014
02 - SUBSTRUCTURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
022 - Slab on Grade $ $ $ $ $ $
6" subbase, compacted 516 CY 12.00 6,192 7.25 3,741 19.25 9,933
4" rigid insulation for radiant heat slab 23,207 SF 1.65 38,292 1.00 23,207 2.65 61,499
5" concrete slab 361 CY 125.00 45,125 70.00 25,270 195.00 70,395
Thickened slabs 6 CY 125.00 750 80.00 480 205.00 1,230
Concrete waste (5%) 19 CY 125.00 2,375 70.00 1,330 195.00 3,705
Pump concrete 386 CY 45.00 17,370 45.00 17,370
Cure and finish slab 23,207 SF 0.30 6,962 1.10 25,528 1.40 32,490
Bar reinforcement at columns, etc. 4,500 LBS 0.70 3,150 0.65 2,925 1.35 6,075
W 6"x6" to 1.4"x1.4" welded mesh reinforcement 23,207 SF 0.54 12,532 0.35 8,122 0.89 20,654
4" housekeeping pads 250 SF 4.80 1,200 5.40 1,350 10.20 2,550
1 1/2" non-shrink grout at column base plates 78 SF 13.50 1,053 18.50 1,443 32.00 2,496
SUBTOTAL: $ 135,001 $ 93,396 $ 228,397
Labor Premium Time 10.00% 9,340 9,340
TOTAL ESTIMATED COST: $ 135,001 $ 102,736 $ 237,737
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 27
DATE: 1/24/2014
03 - SUPERSTRUCTURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
031 - Floor Construction $ $ $ $ $ $
MECHANICAL MEZZANINE
800 S162 steel joists at 16" o/c including bracings 2,180 LBS 1.15 2,507 1.00 2,180 2.15 4,687
9/16" steel form decking 480 SF 2.25 1,080 1.15 552 3.40 1,632
2 1/2" concrete topping (4 CY) 480 SF 1.75 840 1.50 720 3.25 1,560
24" wide x 10'0" ladder 1 EA 840.00 840 350.00 350 1190.00 1,190
SUBTOTAL: $ 5,267 $ 3,802 $ 9,069
Labor Premium Time 10.00% 380 380
TOTAL ESTIMATED COST: $ 5,267 $ 4,182 $ 9,449
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 28
DATE: 1/24/2014
03 - SUPERSTRUCTURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
032 - Roof Construction $ $ $ $ $ $
CANOPIES
3/4"x13"x13" base plates 10 EA 43.00 430 55.00 550 98.00 980
HSS 6"x6"x1/2 columns 4,228 LBS 1.20 5,074 1.10 4,651 2.30 9,725
HSS stud posts and diagonal kickers at cantilevered canopy (10) 2,500 LBS 1.25 3,125 1.15 2,875 2.40 6,000
W beams 14,955 LBS 1.15 17,198 1.05 15,703 2.20 32,901
Miscellaneous plates, angles and connections(12.5%) 2,710 LBS 1.25 3,388 1.35 3,659 2.60 7,047
Moment frame connections 24 EA 185.00 4,440 255.00 6,120 440.00 10,560
1 1/2" deep steel decking 2,050 SF 2.90 5,945 1.15 2,358 4.05 8,303
4"x4"x1/8" deck edge angles (1,207#) 360 LF 4.15 1,494 5.40 1,944 9.55 3,438
MAIN ROOF
3/4"x13"x13" base plates 22 EA 43.00 946 55.00 1,210 98.00 2,156
1 1/2"x14"x30" base plates 19 EA 205.00 3,895 130.00 2,470 335.00 6,365
HSS columns 21,382 LBS 1.20 25,658 1.10 23,520 2.30 49,178
8" diameter standard pipe columns 7,423 LBS 1.15 8,536 1.10 8,165 2.25 16,701
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 29
DATE: 1/24/2014
03 - SUPERSTRUCTURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
032 - Roof Construction $ $ $ $ $ $
MAIN ROOF (Continued)
W beams 74,535 LBS 1.15 85,715 1.05 78,262 2.20 163,977
HSS braced frames 25,994 LBS 1.20 31,193 1.15 29,893 2.35 61,086
Miscellaneous plates, angles and connections(12.50%) 16,170 LBS 1.25 20,213 1.35 21,830 2.60 42,043
1 1/2" deep steel decking 23,704 SF 2.90 68,742 1.15 27,260 4.05 96,002
8"x5"x1/8" deck edge angles (4,110#) 747 LF 5.70 4,258 6.50 4,856 12.20 9,114
MISCELLANEOUS
50 ton crane and operator 8 WKS 7500.00 60,000 1500.00 12,000 9000.00 72,000
Special inspections 1 LOT 20000.00 20,000 20000.00 20,000
Temporary shoring and bracing 23,704 SF 0.25 5,926 0.35 8,296 0.60 14,222
SUBTOTAL: $ 376,176 $ 255,622 $ 631,798
Labor Premium Time 10.00% 25,562 25,562
TOTAL ESTIMATED COST: $ 376,176 $ 281,184 $ 657,360
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 30
DATE: 1/24/2014
04 - EXTERIOR CLOSURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
041 - Exterior Walls $ $ $ $ $ $
WALL CONSTRUCTION (GROSS AREA)
8" light gauge steel studs, 16" o/c includingtracks 16,504 SF 1.25 20,630 1.45 23,931 2.70 44,561
8" R25 batt insulation 16,504 SF 0.85 14,028 0.55 9,077 1.40 23,105
8 mil vapor retarder 16,504 SF 0.08 1,320 0.12 1,980 0.20 3,300
2" rigid insulation over Z furrings, 24" o/c 16,504 SF 1.25 20,630 1.60 26,406 2.85 47,036
5/8" exterior gypboard sheathing 16,504 SF 0.48 7,922 1.30 21,455 1.78 29,377
FINISHES (NET AREA)
5/8" Type X interior gypboard sheathing 13,552 SF 0.64 8,673 1.50 20,328 2.14 29,001
Weather shield air barrier 13,552 SF 0.38 5,150 0.75 10,164 1.13 15,314
Parklex wall paneling system 2,240 SF 16.70 37,408 6.55 14,672 23.25 52,080
7/8" T&G bleached cedar siding, trims and sealer 11,312 SF 4.70 53,166 3.55 40,158 8.25 93,324
CANOPY SOFFITS
3 5/8" stud framing 2,050 SF 1.10 2,255 1.25 2,563 2.35 4,818
Parklex paneling soffits 2,050 SF 16.70 7.00 14,350 23.70 14,350
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 31
DATE: 1/24/2014
04 - EXTERIOR CLOSURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
041 - Exterior Walls $ $ $ $ $ $
MISCELLANEOUS
Architectural metal louver (1) 440 SF 39.50 17,380 8.70 3,828 48.20 21,208
Caulking and sealants to siding and soffits 15,602 SF 0.12 1,872 0.18 2,808 0.30 4,680
SUBTOTAL: $ 190,434 $ 191,720 $ 382,154
Labor Premium Time 10.00% 19,172 19,172
TOTAL ESTIMATED COST: $ 190,434 $ 210,892 $ 401,326
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 32
DATE: 1/24/2014
04 - EXTERIOR CLOSURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
042 - Exterior Doors and Windows $ $ $ $ $ $
DOORS
3'0"x7'0" insulated hollow metal door frames 2 EA 170.00 340 85.00 170 255.00 510
6'0"x7'0" insulated hollow metal door frames 2 EA 215.00 430 110.00 220 325.00 650
3'0"x7'0" insulated hollow metal flush single doors 2 EA 365.00 730 75.00 150 440.00 880
3'0"x7'0" insulated hollow metal flush doubledoors 2 PRS 720.00 1,440 150.00 300 870.00 1,740
3'0"x7'0" thermo break aluminum double doors, fully glazed in curtain wall frames 2 PRS 2250.00 4,500 520.00 1,040 2770.00 5,540
Single door hardware sets 2 EA 520.00 1,040 295.00 590 815.00 1,630
Double door hardware sets 2 EA 720.00 1,440 350.00 700 1070.00 2,140
Glazed door hardware sets with panic bar 2 EA 1120.00 2,240 415.00 830 1535.00 3,070
ADA door actuator 1 EA 2250.00 2,250 720.00 720 2970.00 2,970
CURTAIN WALLS AND WINDOWS
Insulated glazed aluminum curtain wall system 2,154 SF 73.50 158,319 13.70 29,510 87.20 187,829
Insulated glazed aluminum triple pane fixed windows (11) 358 SF 65.00 23,270 14.00 5,012 79.00 28,282
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 33
DATE: 1/24/2014
04 - EXTERIOR CLOSURE MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
042 - Exterior Doors and Windows $ $ $ $ $ $
MISCELLANEOUS
Door and window flashings 1,144 LF 1.45 1,659 2.30 2,631 3.75 4,290
1"x interior window trims 228 LF 1.15 262 1.40 319 2.55 581
2"x5" solid sills at windows 46 LF 5.70 262 3.50 161 9.20 423
Caulking and sealant to doors and windows 2,294 LF 0.70 1,606 1.55 3,556 2.25 5,162
SUBTOTAL: $ 199,788 $ 45,909 $ 245,697
Labor Premium Time 10.00% 4,591 4,591
TOTAL ESTIMATED COST: $ 199,788 $ 50,500 $ 250,288
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 34
DATE: 1/24/2014
05 - ROOF SYSTEMS MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
051 - Roofing $ $ $ $ $ $
Self-adhering vapor retarder 25,754 SF 0.15 3,863 0.18 4,636 0.33 8,499
1/2" substrate 25,754 SF 0.65 16,740 0.60 15,452 1.25 32,192
2" tapered insulation at canopies 2,050 SF 1.10 2,255 0.70 1,435 1.80 3,690
(2) layers 3" rigid insulation at main roof 23,704 SF 2.45 58,075 1.15 27,260 3.60 85,335
2" tapered insulation 23,702 SF 1.10 26,072 0.70 16,591 1.80 42,663
1/2" cover board 25,754 SF 0.70 18,028 0.65 16,740 1.35 34,768
60 mil EPDM roofing 25,754 SF 1.90 48,933 2.15 55,371 4.05 104,304
60 mil EPDM at eaves/gables 1,303 LF 2.10 2,736 2.30 2,997 4.40 5,733
Eave/gable flashings 1,303 LF 3.70 4,821 3.50 4,561 7.20 9,382
Roof/wall flashings 334 LF 4.10 1,369 3.70 1,236 7.80 2,605
Roof drain flashings and boots 4 EA 78.00 312 95.00 380 173.00 692
Metal scuppers 4 EA 55.00 220 65.00 260 120.00 480
14" roof hatch curbs and flashings 16 LF 17.00 272 25.00 400 42.00 672
6" diameter fireplace flue flashings 1 EA 52.00 52 70.00 70 122.00 122
Solar tube flashings 24 LF 8.50 204 13.00 312 21.50 516
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 35
DATE: 1/24/2014
05 - ROOF SYSTEMS MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
051 - Roofing $ $ $ $ $ $
VTR, boiler, flues and miscellaneous mechanicalequipment flashing 1 LOT 350.00 350 570.00 570 920.00 920
Temporary fall protection railings 750 LF 3.70 2,775 2.55 1,913 6.25 4,688
SUBTOTAL: $ 187,077 $ 150,184 $ 337,261
Labor Premium Time 10.00% 15,018 15,018
TOTAL ESTIMATED COST: $ 187,077 $ 165,202 $ 352,279
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 36
DATE: 1/24/2014
05 - ROOF SYSTEMS MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
052 - Roof Accessories $ $ $ $ $ $
48"x48" roof access hatch 1 EA 1520.00 1,520 755.00 755 2275.00 2,275
24"x20'0" access hatch ladder 1 EA 1350.00 1,350 520.00 520 1870.00 1,870
29" diameter x 96" solar tubes 3 EA 1250.00 3,750 450.00 1,350 1700.00 5,100
29" diameter x 72" solar tubes 3 EA 995.00 2,985 420.00 1,260 1415.00 4,245
SUBTOTAL: $ 9,605 $ 3,885 $ 13,490
Labor Premium Time 10.00% 389 389
TOTAL ESTIMATED COST: $ 9,605 $ 4,274 $ 13,879
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 37
DATE: 1/24/2014
06 - INTERIOR CONSTRUCTION MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
061 - Partitions and Doors $ $ $ $ $ $
PARTITIONS
25 gauge x 3 5/8" metal studs, 16" o/c including tracks 8,336 SF 0.95 7,919 1.15 9,586 2.10 17,505
25 gauge x 3 5/8" metal studs at bulkheads 740 SF 1.10 814 1.25 925 2.35 1,739
25 gauge x 6" metal studs, 16" o/c including tracks 2,680 SF 1.15 3,082 1.25 3,350 2.40 6,432
5/8" Type X gypboard to partitions 21,808 SF 0.64 13,957 1.50 32,712 2.14 46,669
(2) layers 5/8" Type X gypboard one side to partitions 960 SF 1.15 1,104 2.10 2,016 3.25 3,120
5/8" tile backerboard 760 SF 1.25 950 1.30 988 2.55 1,938
4" sound batts 5,242 SF 0.58 3,040 0.35 1,835 0.93 4,875
6" sound batts 2,240 SF 0.84 1,882 0.45 1,008 1.29 2,890
Acoustic sealants 1,332 LF 0.24 320 0.55 733 0.79 1,053
INTERIOR DOORS
Frames
3'0"x7'0" hollow metal frames 18 EA 135.00 2,430 85.00 1,530 220.00 3,960
6'0"x7'0" hollow metal frames 6 EA 160.00 960 105.00 630 265.00 1,590
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 38
DATE: 1/24/2014
06 - INTERIOR CONSTRUCTION MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
061 - Partitions and Doors $ $ $ $ $ $
INTERIOR DOORS (Continued)
Doors
3'0"x7'0" fully glazed aluminum double doorsin curtain wall 1 PR 1870.00 1,870 480.00 480 2350.00 2,350
3'0"x7'0" hollow metal single doors 4 EA 340.00 1,360 75.00 300 415.00 1,660
3'0"x7'0" hollow metal double doors 2 PRS 670.00 1,340 130.00 260 800.00 1,600
3'0"x7'0" solid core wood single doors 12 EA 325.00 3,900 75.00 900 400.00 4,800
3'0"x7'0" solid core wood double doors 3 PRS 650.00 1,950 130.00 390 780.00 2,340
3'0"x7'0" solid core wood fully glazed single doors 2 EA 515.00 1,030 80.00 160 595.00 1,190
3'0"x7'0" solid core wood fully glazed double door 1 PR 1020.00 1,020 150.00 150 1170.00 1,170
Hardware
Hardware sets to single doors 16 EA 440.00 7,040 280.00 4,480 720.00 11,520
Hardware sets to double doors 5 EA 720.00 3,600 420.00 2,100 1140.00 5,700
Hardware sets to glazed single doors 2 EA 575.00 1,150 315.00 630 890.00 1,780
Hardware sets to glazed double doors 2 EA 1020.00 2,040 540.00 1,080 1560.00 3,120
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 39
DATE: 1/24/2014
06 - INTERIOR CONSTRUCTION MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
061 - Partitions and Doors $ $ $ $ $ $
INTERIOR DOORS (Continued)
Special Doors
24'0"x9'0" operable partition complete with gear and track (premium brand) 1 EA 44500.00 44,500 5500.00 5,500 50000.00 50,000
Interior Windows/Glass Walls
Aluminum framed storefront system 474 EA 62.50 29,625 14.25 6,755 76.75 36,380
1/2" thick frameless glass wall system 1,248 SF 48.50 60,528 13.00 16,224 61.50 76,752
Hollow metal glazed relights 88 SF 42.50 3,740 10.50 924 53.00 4,664
MISCELLANEOUS
1"x door and window trims 816 LF 1.15 938 1.50 1,224 2.65 2,162
SUBTOTAL: $ 202,089 $ 96,870 $ 298,959
Labor Premium Time 10.00% 9,687 9,687
TOTAL ESTIMATED COST: $ 202,089 $ 106,557 $ 308,646
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 40
DATE: 1/24/2014
06 - INTERIOR CONSTRUCTION MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
062 - Interior Finishes $ $ $ $ $ $
FLOORS
Concrete sealer and hardener 2,048 SF 0.32 655 0.85 1,741 1.17 2,396
24"x24" carpet tiles 18,528 SF 4.15 76,891 1.30 24,086 5.45 100,977
Walk-off mat tile flooring at entry 160 SF 4.70 752 1.50 240 6.20 992
VCT flooring at storages, etc. 1,006 SF 1.80 1,811 1.40 1,408 3.20 3,219
Sheet vinyl at staff restrooms, janitor and breakroom 244 SF 2.70 659 1.55 378 4.25 1,037
Porcelain paver tiles at lobby 1,128 SF 8.75 9,870 9.50 10,716 18.25 20,586
Ceramic tiles at public restrooms 552 SF 7.20 3,974 8.50 4,692 15.70 8,666
4" wood base 1,522 LF 2.20 3,348 1.75 2,664 3.95 6,012
4" coved sheet vinyl base 159 LF 1.45 231 1.70 270 3.15 501
6" porcelain base 102 LF 5.20 530 6.50 663 11.70 1,193
4" ceramic tile base 152 LF 4.80 730 6.20 942 11.00 1,672
WALLS
54" FRP wainscot at janitor 76 SF 2.90 220 2.30 175 5.20 395
54" ceramic tiles at public and private restrooms 868 SF 6.50 5,642 7.20 6,250 13.70 11,892
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 41
DATE: 1/24/2014
06 - INTERIOR CONSTRUCTION MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
062 - Interior Finishes $ $ $ $ $ $
WALLS (Continued)
Paint walls, multi-color 30,278 SF 0.25 7,570 1.65 49,959 1.90 57,529
Wood panel wainscot at reading areas 1,280 SF 8.80 11,264 3.70 4,736 12.50 16,000
CEILING
Prefinished wood slat ceilings and framing 12,621 SF 12.50 157,763 7.50 94,658 20.00 252,421
5/8" gypboard ceiling and framing 1,230 SF 1.75 2,153 2.95 3,629 4.70 5,782
5/8" cement board ceiling and framing at receiving entry 312 SF 2.10 655 3.20 998 5.30 1,653
Paint hard lid ceilings and exposed structures 5,543 SF 0.25 1,386 1.60 8,869 1.85 10,255
5/8"x2'0"x4'0" suspended acoustic tile system and bracings 3,128 SF 2.70 8,446 2.20 6,882 4.90 15,328
MISCELLANEOUS
Stain/paint doors and frames, etc. 1,650 SF 0.30 495 1.70 2,805 2.00 3,300
Paint miscellaneous metals/woods, etc. 750 SF 0.25 188 1.60 1,200 1.85 1,388
SUBTOTAL: $ 295,233 $ 227,961 $ 523,194
Labor Premium Time 10.00% 22,796 22,796
TOTAL ESTIMATED COST: $ 295,233 $ 250,757 $ 545,990
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 42
DATE: 1/24/2014
06 - INTERIOR CONSTRUCTION MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
063 - Specialties $ $ $ $ $ $
Toilet partitions, ADA 2 EA 1350.00 2,700 340.00 680 1690.00 3,380
Toilet partitions, standard 4 EA 945.00 3,780 290.00 1,160 1235.00 4,940
Urinal screen 1 EA 335.00 335 120.00 120 455.00 455
Toilet paper roll holders 8 EA 38.00 304 20.00 160 58.00 464
Paper towel dispenser/receptacles 2 EA 268.00 536 90.00 180 358.00 716
Paper towel dispensers 2 EA 82.00 164 45.00 90 127.00 254
Soap dispensers 6 EA 52.00 312 20.00 120 72.00 432
Seat cover dispensers 8 EA 48.00 384 25.00 200 73.00 584
Sanitary napkin disposals 5 EA 58.00 290 25.00 125 83.00 415
48" shower curtain and rod 1 EA 87.00 87 30.00 30 117.00 117
Grab bar sets 2 EA 128.00 256 80.00 160 208.00 416
Janitor mop hook 1 EA 87.00 87 35.00 35 122.00 122
144"x36" mirrors 2 EA 845.00 1,690 125.00 250 970.00 1,940
24"x30" mirrors 2 EA 130.00 260 50.00 100 180.00 360
Baby changing stations 2 EA 226.00 452 75.00 150 301.00 602
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 43
DATE: 1/24/2014
06 - INTERIOR CONSTRUCTION MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
063 - Specialties $ $ $ $ $ $
Burn protection sink kits 6 EA 28.00 168 35.00 210 63.00 378
Coat hooks 8 EA 12.50 100 8.50 68 21.00 168
Door signs/numbers 24 EA 42.50 1,020 15.00 360 57.50 1,380
Miscellaneous graphics 1 LOT 250.00 250 130.00 130 380.00 380
4'0"x8'0" white boards 2 EA 1035.00 2,070 100.00 200 1135.00 2,270
4'0"x4'0" tack boards 4 EA 140.00 560 55.00 220 195.00 780
Bulletin boards 2 EA 485.00 970 100.00 200 585.00 1,170
Fire extinguishers, bracket mounted 4 EA 82.00 328 40.00 160 122.00 488
Fire extinguishers, cabinet mounted 6 EA 267.00 1,602 105.00 630 372.00 2,232
Miscellaneous specialties, corner guards, etc.(not identified yet) 1 LOT 3500.00 3,500 1500.00 1,500 5000.00 5,000
SUBTOTAL: $ 22,205 $ 7,238 $ 29,443
Labor Premium Time 10.00% 724 724
TOTAL ESTIMATED COST: $ 22,205 $ 7,962 $ 30,167
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 44
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
081 - Plumbing $ $ $ $ $ $
FIXTURES AND EQUIPMENT
50 gallon, ___ GPM, gas fired hot water heaterand controls including seismic restraint 1 EA 4250.00 4,250 950.00 950 5200.00 5,200
6" diameter flue 24 LF 22.00 528 14.00 336 36.00 864
Flue cap and guy 1 EA 85.00 85 75.00 75 160.00 160
4.4 gallon expansion tank 1 EA 240.00 240 115.00 115 355.00 355
___ GPM, ___ HP hot water circulation pump 1 EA 840.00 840 175.00 175 1015.00 1,015
Water closets, ADA 3 EA 600.00 1,800 220.00 660 820.00 2,460
Water closets, standard 4 EA 580.00 2,320 190.00 760 770.00 3,080
Water closet, children's height 1 EA 620.00 620 200.00 200 820.00 820
Urinals, ADA 2 EA 885.00 1,770 250.00 500 1135.00 2,270
Counter mounted lavatories 6 EA 415.00 2,490 150.00 900 565.00 3,390
Breakroom sink 1 EA 480.00 480 170.00 170 650.00 650
Double bowl sink 1 EA 590.00 590 195.00 195 785.00 785
Single bowl sink 1 EA 450.00 450 150.00 150 600.00 600
Janitor sink 1 EA 645.00 645 225.00 225 870.00 870
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 45
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
081 - Plumbing $ $ $ $ $ $
FIXTURES AND EQUIPMENT (Continued)
Drinking fountain, ADA dual height 1 EA 1120.00 1,120 310.00 310 1430.00 1,430
36"x36" shower pan, drain and controls 1 EA 935.00 935 265.00 265 1200.00 1,200
Wall mounted hand wash sinks 2 EA 445.00 890 185.00 370 630.00 1,260
3" roof drains 4 EA 255.00 1,020 170.00 680 425.00 1,700
Interior hose bibb 1 EA 120.00 120 105.00 105 225.00 225
Exterior hose bibbs, non-freeze 4 EA 145.00 580 170.00 680 315.00 1,260
2" diameter wall cleanouts 2 EA 65.00 130 60.00 120 125.00 250
4" diameter floor cleanouts 4 EA 110.00 440 76.00 304 186.00 744
2" diameter floor drains with 4" grate 5 EA 130.00 650 125.00 625 255.00 1,275
3" diameter floor drains with 6" grate 2 EA 150.00 300 140.00 280 290.00 580
Trap primers and piping connected to drains 4 EA 267.00 1,068 155.00 620 422.00 1,688
UNDER FLOOR PIPING
Trenching and backfill 240 LF 5.40 1,296 15.50 3,720 20.90 5,016
4" diameter CI waste and vent pipe 160 LF 20.25 3,240 21.00 3,360 41.25 6,600
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 46
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
081 - Plumbing $ $ $ $ $ $
UNDER FLOOR PIPING (Continued)
3" diameter CI waste and vent pipe 50 LF 15.50 775 19.00 950 34.50 1,725
2" diameter CI waste and vent pipe 150 LF 11.10 1,665 18.20 2,730 29.30 4,395
1 1/2" diameter DWV waste and vent pipe 50 LF 9.90 495 17.00 850 26.90 1,345
4" diameter CI fittings 20 EA 48.00 960 90.00 1,800 138.00 2,760
3" diameter CI fittings 4 EA 28.00 112 82.00 328 110.00 440
2" diameter CI fittings 14 EA 21.00 294 70.00 980 91.00 1,274
1 1/2" diameter CI fittings 4 EA 14.00 56 55.00 220 69.00 276
ABOVE FLOOR PIPING
4" diameter CI rainleaders 100 LF 20.25 2,025 21.00 2,100 41.25 4,125
3" diameter CI rainleaders 110 LF 15.50 1,705 19.00 2,090 34.50 3,795
3" diameter CI waste and vent pipe 40 LF 15.50 620 19.00 760 34.50 1,380
2" diameter CI waste and vent pipe 180 LF 11.10 1,998 18.20 3,276 29.30 5,274
1 1/2" diameter CI waste and vent pipe 120 LF 9.90 1,188 17.00 2,040 26.90 3,228
4" to 3" diameter CI fittings 22 EA 35.00 770 90.00 1,980 125.00 2,750
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 47
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
081 - Plumbing $ $ $ $ $ $
ABOVE FLOOR PIPING (Continued)
3" diameter CI fittings 4 EA 28.00 112 82.00 328 110.00 440
2" diameter CI fittings 20 EA 21.00 420 70.00 1,400 91.00 1,820
1 1/2" diameter CI fittings 12 EA 14.00 168 55.00 660 69.00 828
4" diameter VTR 1 EA 105.00 105 130.00 130 235.00 235
3" diameter VTRs 2 EA 92.00 184 116.00 232 208.00 416
1 1/2" thick insulation with vapor barrier to VTRsand rainleaders 230 LF 4.85 1,116 5.70 1,311 10.55 2,427
HOT AND COLD WATER PIPING
2" diameter copper hot and cold water pipe 40 LF 31.80 1,272 14.60 584 46.40 1,856
1 1/2" diameter copper hot and cold water pipe 110 LF 20.60 2,266 11.70 1,287 32.30 3,553
1" diameter copper hot and cold water pipe 130 LF 12.70 1,651 8.75 1,138 21.45 2,789
3/4" diameter copper hot and cold water pipe 410 LF 9.30 3,813 8.05 3,301 17.35 7,114
1/2" diameter copper hot and cold water pipe 150 LF 5.35 803 7.50 1,125 12.85 1,928
2" to 1" copper fittings 20 EA 22.00 440 43.00 860 65.00 1,300
3/4" to 1/2" copper fittings 70 EA 8.00 560 29.00 2,030 37.00 2,590
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 48
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
081 - Plumbing $ $ $ $ $ $
HOT AND COLD WATER PIPING (Continued)
Thermometers 2 EA 82.00 164 46.00 92 128.00 256
TV-1: 1" tempering valve 1 EA 320.00 320 75.00 75 395.00 395
3/4" strainers with blowdown 2 EA 60.00 120 80.00 160 140.00 280
3/4" isolation valves 10 EA 50.00 500 31.00 310 81.00 810
3/4" check valve 4 EA 51.00 204 31.00 124 82.00 328
3/4" balance valves 6 EA 75.00 450 30.00 180 105.00 630
1" isolation valves 4 EA 71.50 286 33.00 132 104.50 418
1" check valves 2 EA 130.00 260 33.00 66 163.00 326
1/2" water hammer arrestors 8 EA 28.00 224 54.00 432 82.00 656
3/4" water hammer arrestor 6 EA 45.50 273 77.50 465 123.00 738
3/4" valve with capped hose threaded drain 2 EA 50.00 100 31.00 62 81.00 162
1 1/2" insulation to hot and cold water pipe,2" diameter 40 LF 3.90 156 4.70 188 8.60 344
1 1/2" insulation to hot and cold water pipe,1 1/2" diameter 110 LF 3.90 429 4.50 495 8.40 924
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 49
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
081 - Plumbing $ $ $ $ $ $
HOT AND COLD WATER PIPING (Continued)
1" insulation to hot and cold water pipe,1" diameter 130 LF 2.30 299 3.15 410 5.45 709
1" insulation to hot and cold water pipe,3/4" diameter 410 LF 2.10 861 2.95 1,210 5.05 2,071
1" insulation to hot and cold water pipe,1/2" diameter 150 LF 1.90 285 2.70 405 4.60 690
MISCELLANEOUS
Dishwasher rough-in and connections 1 EA 115.00 115 170.00 170 285.00 285
Pipe guides, hangers, etc. 1 LOT 750.00 750 1250.00 1,250 2000.00 2,000
Test and disinfect piping 1 LOT 150.00 150 1500.00 1,500 1650.00 1,650
SUBTOTAL: $ 60,416 $ 59,066 $ 119,482
Labor Premium Time 10.00% 5,907 5,907
SUBTOTAL: $ 60,416 $ 64,973 $ 125,389
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 12,083 12,995 25,078
TOTAL ESTIMATED COST: $ 72,499 $ 77,968 $ 150,467
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 50
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
082 - HVAC $ $ $ $ $ $
HEATING
___ MBH gas fired boilers, EVS750 series 2 EA 8250.00 16,500 4500.00 9,000 12750.00 25,500
Boiler controller 1 EA 1850.00 1,850 400.00 400 2250.00 2,250
10" diameter boiler flue 24 LF 40.60 974 25.80 619 66.40 1,593
12" diameter boiler flue 48 LF 43.00 2,064 27.00 1,296 70.00 3,360
12" diameter flue caps and guys 2 EA 167.00 334 130.00 260 297.00 594
3" air separator with strainer 1 EA 1450.00 1,450 248.00 248 1698.00 1,698
30 gallon expansion tanks 2 EA 2250.00 4,500 320.00 640 2570.00 5,140
___ gallon glycol mix tank and pump 1 LOT 945.00 945 520.00 520 1465.00 1,465
Glycol fluid 220 GALS 13.50 2,970 2.70 594 16.20 3,564
Boiler circulation pumps, ___ GPM, ___ head, ___ HP with VFD 2 EA 2450.00 4,900 520.00 1,040 2970.00 5,940
Hydronic pumps, 5 GPM, ___ head, ___ HP 4 EA 1380.00 5,520 410.00 1,640 1790.00 7,160
Radiant heat pumps, ___ GPM, ___ head, ___ HP 2 EA 2150.00 4,300 440.00 880 2590.00 5,180
___ GPM snow zone pump 1 EA 1035.00 1,035 270.00 270 1305.00 1,305
___ MBH duct mounted heating columns 16 EA 340.00 5,440 130.00 2,080 470.00 7,520
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 51
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
082 - HVAC $ $ $ $ $ $
HEATING (Continued)
Fin tube baseboards and enclosures 320 LF 48.50 15,520 21.30 6,816 69.80 22,336
___ MBH, ___ CFM unit heaters 6 EA 790.00 4,740 190.00 1,140 980.00 5,880
___ MBH, ___ CFM cabinet unit heaters 2 EA 995.00 1,990 270.00 540 1265.00 2,530
___ MBH heat exchanger, plate type, 8 GPM 1 EA 3850.00 3,850 520.00 520 4370.00 4,370
5/8" PEX tubing, 9" o/c (23,707 SF) 33,200 LF 1.20 39,840 1.40 46,480 2.60 86,320
Tekmar control panel 1 EA 2250.00 2,250 730.00 730 2980.00 2,980
Zone valves and manifolds 10 EA 640.00 6,400 355.00 3,550 995.00 9,950
3" copper piping 80 LF 37.00 2,960 18.00 1,440 55.00 4,400
2 1/2" copper hydronic piping 120 LF 32.00 3,840 16.00 1,920 48.00 5,760
2" copper hydronic piping 150 LF 31.80 4,770 14.60 2,190 46.40 6,960
1 1/2" copper hydronic piping 220 LF 20.60 4,532 11.70 2,574 32.30 7,106
1 1/4" copper hydronic piping 340 LF 17.00 5,780 10.00 3,400 27.00 9,180
1" copper hydronic piping 450 LF 12.70 5,715 8.75 3,938 21.45 9,653
3/4" copper hydronic piping 1,320 LF 9.30 12,276 8.05 10,626 17.35 22,902
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 52
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
082 - HVAC $ $ $ $ $ $
HEATING (Continued)
3" to 1 1/4" fittings 114 EA 27.00 3,078 45.00 5,130 72.00 8,208
1" to 3/4" fittings 180 EA 9.20 1,656 33.00 5,940 42.20 7,596
3" isolation valves 4 EA 280.00 1,120 95.00 380 375.00 1,500
2 1/2" isolation valves 6 EA 225.00 1,350 82.70 496 307.70 1,846
1 1/2" isolation valves 14 EA 123.00 1,722 47.70 668 170.70 2,390
1" isolation valves 10 EA 71.50 715 32.70 327 104.20 1,042
3/4" isolation valves 16 EA 50.00 800 38.75 620 88.75 1,420
2 1/2" check valves 4 EA 440.00 1,760 82.70 331 522.70 2,091
1 1/2" check valves 6 EA 124.00 744 47.70 286 171.70 1,030
1" check valves 4 EA 72.00 288 32.70 131 104.70 419
2 1/2" balancing valves 4 EA 540.00 2,160 82.70 331 622.70 2,491
1 1/2" balancing valves 2 EA 168.00 336 47.70 95 215.70 431
1" balancing valves 2 EA 97.00 194 32.70 65 129.70 259
1 1/2" diameter motorized control valves, 2-way 2 EA 720.00 1,440 95.00 190 815.00 1,630
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 53
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
082 - HVAC $ $ $ $ $ $
HEATING (Continued)
3/4" UH, CUH, FT, etc. valves 150 EA 48.00 7,200 37.00 5,550 85.00 12,750
Thermometers 10 EA 70.00 700 55.00 550 125.00 1,250
Temperature sensors 4 EA 190.00 760 70.00 280 260.00 1,040
Pressure gauges 12 EA 95.00 1,140 55.00 660 150.00 1,800
2" thick insulation to 3" diameter piping 80 LF 13.00 1,040 15.00 1,200 28.00 2,240
2" thick insulation to 2 1/2" diameter piping 120 LF 11.75 1,410 12.40 1,488 24.15 2,898
2" thick insulation to 2" diameter piping 150 LF 7.70 1,155 11.10 1,665 18.80 2,820
1 1/2" thick insulation to 1 1/2" to 1 1/4" diameter piping 560 LF 5.20 2,912 7.50 4,200 12.70 7,112
1 1/2" thick insulation to 1" to 3/4" diameterpiping 1,770 LF 4.80 8,496 6.25 11,063 11.05 19,559
Pipe guides, hangers and sleeves 1 LOT 1500.00 1,500 2700.00 2,700 4200.00 4,200
Pipe identification labels 1 LOT 350.00 350 750.00 750 1100.00 1,100
VENTILATION
AHU-1: 10,000 CFM air handling units with heatingcoils, filter and VFD motor, 7.5 HP including CO2sensors 1 EA 39500.00 39,500 11700.00 11,700 51200.00 51,200
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 54
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
082 - HVAC $ $ $ $ $ $
VENTILATION (Continued)
AHU-2: 5,500 CFM air handling units with heatingcoils, filter and VFD motor, 3 HP including CO2sensors 1 EA 23375.00 23,375 6500.00 6,500 29875.00 29,875
SCF-1: 1,500 CFM cooling air fan ventilator 1 EA 7800.00 7,800 2500.00 2,500 10300.00 10,300
EF-1: 1,500 CFM roof mounted exhaust fan 1 EA 2850.00 2,850 1220.00 1,220 4070.00 4,070
ACU-1A and B: Ceiling mounted air conditioners, 2 ton 2 EA 2375.00 4,750 1050.00 2,100 3425.00 6,850
___ CFM VAV boxes and fans 16 EA 645.00 10,320 285.00 4,560 930.00 14,880
24"x12" transfer air grilles 2 EA 72.00 144 55.00 110 127.00 254
18"x18" return air grilles 24 EA 56.00 1,344 45.00 1,080 101.00 2,424
12"x12" diffusers 16 EA 52.00 832 40.00 640 92.00 1,472
24"x24" grilles 48 EA 112.00 5,376 58.00 2,784 170.00 8,160
8"x48" slot diffusers 12 EA 75.00 900 50.00 600 125.00 1,500
Volume dampers 40 EA 43.00 1,720 52.00 2,080 95.00 3,800
Louvers with motorized dampers (2) 150 SF 47.00 7,050 23.00 3,450 70.00 10,500
6" to 8" diameter flexible ducts 150 LF 6.75 1,013 8.50 1,275 15.25 2,288
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 55
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
082 - HVAC $ $ $ $ $ $
VENTILATION (Continued)
Sheetmetal ductwork and hangers 11,700 LBS 3.40 39,780 4.85 56,745 8.25 96,525
2" rigid insulation with vapor barrier 750 SF 2.40 1,800 2.55 1,913 4.95 3,713
2" sound lining 1,500 SF 1.95 2,925 1.55 2,325 3.50 5,250
Seismic restraints 1 LOT 2500.00 2,500 3500.00 3,500 6000.00 6,000
CONTROLS, TESTING AND BALANCING
Low voltage thermostats 6 EA 87.00 522 65.00 390 152.00 912
Low voltage thermostats with wire guard 10 EA 99.00 990 72.00 720 171.00 1,710
Direct digital controls system complete withmicroprocesser 23,707 SF 3.55 84,160 2.75 65,194 6.30 149,354
Test, balance and commission systems 140 HRS 150.00 21,000 150.00 21,000
MISCELLANEOUS
Mechanical mobilization, demobilization, submittals, etc. 1 LOT 1500.00 1,500 5000.00 5,000 6500.00 6,500
Equipment operations training 24 HRS 150.00 3,600 150.00 3,600
HVAC identification tags 1 LOT 300.00 300 900.00 900 1200.00 1,200
SUBTOTAL: $ 452,722 $ 352,333 $ 805,055
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 56
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
082 - HVAC $ $ $ $ $ $
Labor Premium Time 10.00% 35,233 35,233
SUBTOTAL: $ 452,722 $ 387,566 $ 840,288
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 90,544 77,513 168,057
TOTAL ESTIMATED COST: $ 543,266 $ 465,079 $ 1,008,345
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 57
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
083 - Fire Protection $ $ $ $ $ $
4" backflow preventer 1 EA 3850.00 3,850 550.00 550 4400.00 4,400
Wet pipe sprinkler riser with alarms 1 LOT 2400.00 2,400 1900.00 1,900 4300.00 4,300
Fire department connection 1 EA 650.00 650 220.00 220 870.00 870
Wet pipe sprinkler system 24,187 SF 1.70 41,118 2.10 50,793 3.80 91,911
Test and certify 1 LOT 300.00 300 1200.00 1,200 1500.00 1,500
Design fee 1 LOT 5000.00 5,000 5000.00 5,000
SUBTOTAL: $ 53,318 $ 54,663 $ 107,981
Labor Premium Time 10.00% 5,466 5,466
SUBTOTAL: $ 53,318 $ 60,129 $ 113,447
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 10,664 12,026 22,690
TOTAL ESTIMATED COST: $ 63,982 $ 72,155 $ 136,137
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 58
DATE: 1/24/2014
08 - MECHANICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
084 - Special Mechanical Systems $ $ $ $ $ $
NATURAL GAS SYSTEM
3/4" gas piping 150 LF 6.20 930 13.20 1,980 19.40 2,910
Gas valves and connections to boilers 2 EA 335.00 670 485.00 970 820.00 1,640
Gas valves and connections to water heater 1 EA 210.00 210 270.00 270 480.00 480
Testing 1 LOT 50.00 50 350.00 350 400.00 400
SUBTOTAL: $ 1,860 $ 3,570 $ 5,430
Labor Premium Time 10.00% 357 357
SUBTOTAL: $ 1,860 $ 3,927 $ 5,787
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 372 785 1,157
TOTAL ESTIMATED COST: $ 2,232 $ 4,712 $ 6,944
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 59
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
091 - Service and Distribution $ $ $ $ $ $
800 amp CT can and meter base 1 EA 3500.00 3,500 1500.00 1,500 5000.00 5,000
800 amp disconnect switch, Nema 3R 1 EA 3850.00 3,850 950.00 950 4800.00 4,800
MDP: 800 amp, 208y/120 volt, (7) circuit MDP with remote shunt trip 1 EA 8250.00 8,250 4750.00 4,750 13000.00 13,000
Panel A: 225 amp, 120/208 volt, 3 phase, 4 wire, 42 circuit main distribution panel 1 EA 3750.00 3,750 1950.00 1,950 5700.00 5,700
Panels B and C: 225 amp subpanel, 120/208 volt, 3 phase, 4 wire, 42 circuit 2 EA 2875.00 5,750 1520.00 3,040 4395.00 8,790
Panel D - F: 225 amp, 120/208 volt, 3 phase, 4 wire, 42 circuit 2 EA 2370.00 4,740 1400.00 2,800 3770.00 7,540
Panel M: 225 amp, 120/208 volt, 3 phase 4 wire, 32 circuit panel 1 EA 2150.00 2,150 1040.00 1,040 3190.00 3,190
Equipment grounding 1 LOT 450.00 450 1250.00 1,250 1700.00 1,700
Surge protection devices 6 EA 225.00 1,350 130.00 780 355.00 2,130
4" diameter EMT conduit 300 LF 18.40 5,520 16.60 4,980 35.00 10,500
2" diameter EMT conduit 220 LF 11.45 2,519 11.00 2,420 22.45 4,939
1" diameter EMT conduit 150 LF 1.70 255 5.80 870 7.50 1,125
600 KCMIL XHHW copper conductors (4) 1,200 LF 16.10 19,320 5.15 6,180 21.25 25,500
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 60
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
091 - Service and Distribution $ $ $ $ $ $
#3/0 XHHW copper conductors (4) 880 LF 5.40 4,752 2.65 2,332 8.05 7,084
#1/0 XHHW copper conductors (4) 600 LF 3.45 2,070 1.95 1,170 5.40 3,240
#4 XHHW copper conductors (4) 200 LF 1.25 250 1.20 240 2.45 490
#6 XHHW copper conductors (4) 150 LF 0.85 128 1.05 158 1.90 286
#3/0 copper ground wire (1) 100 LF 4.15 415 2.65 265 6.80 680
#6 copper ground wire (1) 220 LF 0.75 165 1.05 231 1.80 396
#8 copper ground wire (1) 150 LF 0.46 69 0.83 125 1.29 194
Test and tag service 1 LOT 350.00 350 1550.00 1,550 1900.00 1,900
SUBTOTAL: $ 69,603 $ 38,581 $ 108,184
Labor Premium Time 10.00% 3,858 3,858
SUBTOTAL: $ 69,603 $ 42,439 $ 112,042
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 13,921 8,488 22,409
TOTAL ESTIMATED COST: $ 83,524 $ 50,927 $ 134,451
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 61
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
092 - Lighting and Power $ $ $ $ $ $
FIXTURES
LED exterior canopy fixtures 28 EA 540.00 15,120 180.00 5,040 720.00 20,160
Receiving dock ceiling mounted LED fixtures 3 EA 390.00 1,170 130.00 390 520.00 1,560
Multipurpose room direct/indirect fixtures 14 EA 315.00 4,410 125.00 1,750 440.00 6,160
Main toilets fixtures 16 EA 165.00 2,640 95.00 1,520 260.00 4,160
Mirror fixtures 8 EA 115.00 920 80.00 640 195.00 1,560
Admin/offices fixtures 30 EA 155.00 4,650 95.00 2,850 250.00 7,500
Mechanical areas fixtures 24 EA 155.00 3,720 95.00 2,280 250.00 6,000
Wall washers 40 EA 122.00 4,880 85.00 3,400 207.00 8,280
Library direct/indirect linear fixtures 250 EA 185.00 46,250 105.00 26,250 290.00 72,500
Miscellaneous areas fixtures 24 EA 145.00 3,480 90.00 2,160 235.00 5,640
Task lighting (allowance) 1 LOT 5500.00 5,500 2000.00 2,000 7500.00 7,500
Lighting control panel 1 EA 2200.00 2,200 1300.00 1,300 3500.00 3,500
Day light controls for library area 1 LOT 1500.00 1,500 900.00 900 2400.00 2,400
Type X: LED exit signs with battery back-up, wallmounted 2 EA 167.00 334 110.00 220 277.00 554
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 62
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
092 - Lighting and Power $ $ $ $ $ $
FIXTURES (Continued)
Type X2: LED exit sign with battery back-up, ceiling mounted 6 EA 185.00 1,110 125.00 750 310.00 1,860
Type EM: Double head emergency LED light fixtures 24 EA 267.00 6,408 135.00 3,240 402.00 9,648
30 amp. 4 pole mechanically held lightingcontactor and photocell for exterior lighting 1 EA 445.00 445 225.00 225 670.00 670
DEVICES
Single pole switches 16 EA 12.00 192 40.00 640 52.00 832
Three-way switches 4 EA 27.00 108 50.00 200 77.00 308
Occupancy sensors, ceiling mounted 6 EA 120.00 720 60.00 360 180.00 1,080
Occupancy sensor switches 8 EA 70.00 560 50.00 400 120.00 960
Key operated switches 2 EA 95.00 190 80.00 160 175.00 350
Duplex outlets 80 EA 12.00 960 40.00 3,200 52.00 4,160
Duplex outlets, GFCI 12 EA 19.00 228 50.00 600 69.00 828
Duplex outlets, GFCI, tamper resistant 4 EA 21.00 84 50.00 200 71.00 284
Duplex outlets, tamper resistant 8 EA 17.00 136 40.00 320 57.00 456
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 63
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
092 - Lighting and Power $ $ $ $ $ $
DEVICES (Continued)
Double duplex outlets, floor mounted 16 EA 170.00 2,720 110.00 1,760 280.00 4,480
Double duplex outlets 24 EA 24.00 576 60.00 1,440 84.00 2,016
Duplex outlets, GFCI, weatherproof 6 EA 29.00 174 80.00 480 109.00 654
Fractional motor connections 24 EA 48.00 1,152 75.00 1,800 123.00 2,952
Boiler shutdown pushbutton switch 1 EA 135.00 135 85.00 85 220.00 220
1 HP, three phase motor connection anddisconnect switch 2 EA 65.00 130 105.00 210 170.00 340
1.5 HP, three phase motor connection anddisconnect switch 6 EA 72.00 432 130.00 780 202.00 1,212
5 HP, three phase motor connection anddisconnect switch 2 EA 105.00 210 150.00 300 255.00 510
7 HP, three phase motor connection and disconnect switches 2 EA 285.00 570 175.00 350 460.00 920
VFD connections 4 EA 40.00 160 105.00 420 145.00 580
Combination starter/disconnect switches 6 EA 250.00 1,500 175.00 1,050 425.00 2,550
Junction boxes 16 EA 6.00 96 20.00 320 26.00 416
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 64
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
092 - Lighting and Power $ $ $ $ $ $
DEVICES (Continued)
Junction boxes, weatherproof 4 EA 16.00 64 45.00 180 61.00 244
1" diameter EMT conduit 1,800 LF 1.70 3,060 5.80 10,440 7.50 13,500
3/4" diameter EMT conduit 3,800 LF 1.50 5,700 4.30 16,340 5.80 22,040
1/2" diameter EMT conduit 2,750 LF 0.95 2,613 3.40 9,350 4.35 11,963
#8 XHHW conductors (4) 7,200 LF 0.52 3,744 0.83 5,976 1.35 9,720
#10 XHHW conductors (4) 15,200 LF 0.35 5,320 0.75 11,400 1.10 16,720
#12 XHHW conductors (4) 11,000 LF 0.25 2,750 0.60 6,600 0.85 9,350
MISCELLANEOUS
Test and tag lighting and power 1 LOT 250.00 250 1750.00 1,750 2000.00 2,000
Electrical mobilization, demobilization andsubmittals, etc. 1 LOT 1500.00 1,500 3500.00 3,500 5000.00 5,000
Equipment operations training 24 HRS 150.00 3,600 150.00 3,600
SUBTOTAL: $ 140,771 $ 139,126 $ 279,897
Labor Premium Time 10.00% 13,913 13,913
SUBTOTAL: $ 140,771 $ 153,039 $ 293,810
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 65
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
092 - Lighting and Power $ $ $ $ $ $
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 28,154 30,608 58,762
TOTAL ESTIMATED COST: $ 168,925 $ 183,647 $ 352,572
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 66
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
093 - Special Electrical Systems $ $ $ $ $ $
ADDRESSABLE FIRE ALARM SYSTEM
Addressable fire alarm control panel with batteryback-up 1 EA 4805.00 4,805 2250.00 2,250 7055.00 7,055
Digital alarm communicator transmitter(DACT) 1 EA With Fire Alarm Control Panel
Manual pull stations 6 EA 75.00 450 90.00 540 165.00 990
Heat rise detectors 2 EA 67.00 134 75.00 150 142.00 284
Photoelectric smoke detectors 60 EA 155.00 9,300 120.00 7,200 275.00 16,500
Duct type photoelectric smoke detectors 2 EA 330.00 660 200.00 400 530.00 1,060
Strobes only 4 EA 95.00 380 90.00 360 185.00 740
Horns/strobes 16 EA 137.00 2,192 125.00 2,000 262.00 4,192
Horns/strobes, weatherproof 2 EA 159.00 318 145.00 290 304.00 608
Sprinkler alarm bell, weatherproof 1 EA 155.00 155 125.00 125 280.00 280
Fire alarm connections to mechanical systemand flow switches 1 LOT 250.00 250 750.00 750 1000.00 1,000
1" to 3/4" diameter EMT conduit 3,200 LF 1.80 5,760 5.45 17,440 7.25 23,200
#14 THHN alarm wiring 6,400 LF 0.22 1,408 0.70 4,480 0.92 5,888
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 67
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
093 - Special Electrical Systems $ $ $ $ $ $
TELECOM SYSTEMS
3/4" ACX treated plywood backboards, painted 300 SF 2.50 750 3.40 1,020 5.90 1,770
Equipment racks including plug strips and grounding 3 EA 1050.00 3,150 450.00 1,350 1500.00 4,500
Rack mounted surge protection strips 4 EA 115.00 460 80.00 320 195.00 780
110 punch blocks, 100 pair capacity 4 EA 155.00 620 175.00 700 330.00 1,320
48 port, Cat 6 patch panels 4 EA 267.00 1,068 150.00 600 417.00 1,668
Cable management panels 4 EA 310.00 1,240 170.00 680 480.00 1,920
Fiber optic connector panels, 48 port 2 EA 380.00 760 190.00 380 570.00 1,140
Connection to owner furnished wireless access points 6 EA 15.00 90 82.50 495 97.50 585
Telephone service entrance 1 LOT 650.00 650 420.00 420 1070.00 1,070
Data/com outlets, 4 port 60 EA 24.00 1,440 60.00 3,600 84.00 5,040
Data/com floor outlets 12 EA 95.00 1,140 115.00 1,380 210.00 2,520
Surface raceway, dual channel outlets,12" o/c 40 LF 15.50 620 18.20 728 33.70 1,348
Cable trays 250 LF 19.00 4,750 22.00 5,500 41.00 10,250
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 68
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
093 - Special Electrical Systems $ $ $ $ $ $
TELECOM SYSTEMS (Continued)
J-hooks 1,200 EA 0.60 720 1.20 1,440 1.80 2,160
1 1/4" diameter EMT conduit 450 LF 3.78 1,701 6.60 2,970 10.38 4,671
Cat 6A cable 9,750 LF 0.58 5,655 0.85 8,288 1.43 13,943
ACCESS CONTROL AND CCTV SYSTEM Not Required
INTRUSION DETECTION SYSTEM
Remote reporting IDS panel 1 EA 2800.00 2,800 1500.00 1,500 4300.00 4,300
Door contacts, key pads, glass break and infrareddevices, etc. 1 LOT 6500.00 6,500 8500.00 8,500 15000.00 15,000
MULTIMEDIA AND SOUND SYSTEM
Rough-in for A/V projector 1 EA 250.00 250 650.00 650 900.00 900
Building-wide sound system 1 LOT 15500.00 15,500 23700.00 23,700 39200.00 39,200
Hearing impaired audio system and sound systemrack in multipurpose room 1 LOT 6000.00 6,000 9000.00 9,000 15000.00 15,000
Separate hearing induction loops 1 LOT 4000.00 4,000 3500.00 3,500 7500.00 7,500
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 69
DATE: 1/24/2014
09 - ELECTRICAL MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
093 - Special Electrical Systems $ $ $ $ $ $
MISCELLANEOUS
Equipment training 32 HRS 150.00 4,800 150.00 4,800
Test and tag systems 1 LOT 300.00 300 1750.00 1,750 2050.00 2,050
SUBTOTAL: $ 85,976 $ 119,256 $ 205,232
Labor Premium Time 10.00% 11,926 11,926
SUBTOTAL: $ 85,976 $ 131,182 $ 217,158
Subcontractor's Overhead and Profit on Materialand Labor 20.00% 17,195 26,236 43,431
TOTAL ESTIMATED COST: $ 103,171 $ 157,418 $ 260,589
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 70
DATE: 1/24/2014
10 - EQUIPMENT MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
101 - Fixed and Movable Equipment $ $ $ $ $ $
APPLIANCES
Break room refrigerator, full size 1 EA 1150.00 1,150 50.00 50 1200.00 1,200
Dishwasher 1 EA 785.00 785 150.00 150 935.00 935
Microwave oven 1 EA 340.00 340 30.00 30 370.00 370
12'0" multipurpose room kitchenette unit with refrigerator, etc. 1 EA 4620.00 4,620 550.00 550 5170.00 5,170
MISCELLANEOUS
10'0"x8'0" projector screen 1 EA 2375.00 2,375 650.00 650 3025.00 3,025
Library book drop/depository fireproof boxes fixedin wall 2 EA 2250.00 4,500 520.00 1,040 2770.00 5,540
SUBTOTAL: $ 13,770 $ 2,470 $ 16,240
Labor Premium Time 10.00% 247 247
TOTAL ESTIMATED COST: $ 13,770 $ 2,717 $ 16,487
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 71
DATE: 1/24/2014
10 - EQUIPMENT MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
102 - Furnishings $ $ $ $ $ $
CASEWORK
24" deep base cabinets at breakroom, etc. 17 LF 155.00 2,635 35.00 595 190.00 3,230
12"x30" wall cabinet 6 LF 135.00 810 32.00 192 167.00 1,002
24" deep children's circular desk 22 LF 295.00 6,490 70.00 1,540 365.00 8,030
36" deep circulation counter/desk with 12"x18"raised counter and front and end panels 20 LF 370.00 7,400 85.00 1,700 455.00 9,100
24" deep youth services center 18 LF 95.00 1,710 30.00 540 125.00 2,250
24" solid surface self check-out countertop 34 LF 88.00 2,992 27.00 918 115.00 3,910
24" deep solid surface vanity counters 94 LF 98.00 9,212 30.00 2,820 128.00 12,032
48" deep cushioned tiered reading area seating atfireplace 14 LF 85.00 1,190 30.00 420 115.00 1,610
12" deep x 60" high wood shelving at friends booksale 29 LF 82.00 2,378 32.00 928 114.00 3,306
24" deep tiered storage shelving 28 LF 65.00 1,820 22.00 616 87.00 2,436
24" deep business center counter 12 LF 82.00 984 27.00 324 109.00 1,308
24" deep computer counters 27 LF 82.00 2,214 27.00 729 109.00 2,943
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 72
DATE: 1/24/2014
10 - EQUIPMENT MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
102 - Furnishings $ $ $ $ $ $
MISCELLANEOUS
Interior window blinds 88 SF 9.50 836 1.30 114 10.80 950
Exterior manual Mecho shades 1,952 SF 11.70 22,838 1.50 2,928 13.20 25,766
Power operated Mecho blinds at multipurpose room curtain wall 560 SF 18.70 10,472 5.20 2,912 23.90 13,384
LIBRARY STACKS, ETC.
12" deep x 66" tall single sided adult library stacksfixed to slab 80 LF 62.00 4,960 25.00 2,000 87.00 6,960
24" wide x 66" tall double sided adult library stacksfixed to slab 582 LF 115.00 66,930 45.00 26,190 160.00 93,120
12" deep x 42" tall single sided children's library stacks fixed to slab 40 LF 55.00 2,200 22.00 880 77.00 3,080
24" deep x 42" tall double sided children's library stacks fixed to slab 180 LF 98.00 17,640 40.00 7,200 138.00 24,840
Loose furniture, furnishings, work room, anddirector's counters and desks, etc. 1 LOT FFE
SUBTOTAL: $ 165,711 $ 53,546 $ 219,257
Labor Premium Time 10.00% 5,355 5,355
TOTAL ESTIMATED COST: $ 165,711 $ 58,901 $ 224,612
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 73
DATE: 1/24/2014
11 - SPECIAL CONSTRUCTION MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
$ $ $ $ $ $
FIREPLACE
Fireplace hearth framing and sheathing 336 SF 6.70 2,251 9.55 3,209 16.25 5,460
Architectural grade wood finishes 224 SF 10.70 2,397 6.50 1,456 17.20 3,853
Stone veneer 112 SF 13.00 1,456 18.50 2,072 31.50 3,528
24" deep x 4" thick wood mantle 9 LF 47.00 423 15.00 135 62.00 558
Custom fire box with gas fireplace and glass door 1 EA 4250.00 4,250 940.00 940 5190.00 5,190
8" diameter flue and damper 24 LF 33.00 792 18.00 432 51.00 1,224
Gas piping, valves and connection to fireplace 1 LOT 870.00 870 1250.00 1,250 2120.00 2,120
SUBTOTAL: $ 12,439 $ 9,494 $ 21,933
Labor Premium Time 10.00% 949 949
TOTAL ESTIMATED COST: $ 12,439 $ 10,443 $ 22,882
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 74
DATE: 1/24/2014
12 - GENERAL REQUIREMENTS MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
$ $ $ $ $ $
MOBILIZATION/DEMOBILIZATION
Mobilize and set-up temporary facilities 1 LOT 2000.00 2,000 5000.00 5,000 7000.00 7,000
Remove temporaries and demobilize 1 LOT 750.00 750 2500.00 2,500 3250.00 3,250
Miscellaneous barge/road freight (rest withunit rates) 70 TONS 350.00 24,500 50.00 3,500 400.00 28,000
Miscellaneous air freight 2,000 LBS 1.25 2,500 0.25 500 1.50 3,000
SITE MANAGEMENT
Project manager (part-time) 520 HRS 115.00 59,800 115.00 59,800
Superintendent 15 MOS 200.00 3,000 12500.00 187,500 12700.00 190,500
Quality control (part-time) 13 MOS By Superintendent
Expediting (part-time) 14 MOS 150.00 2,100 3250.00 45,500 3400.00 47,600
Scheduling and estimating (part-time) 12 MOS 150.00 1,800 3500.00 42,000 3650.00 43,800
Field engineering 80 HRS 100.00 8,000 100.00 8,000
Site offices, trailer, storage, etc. 14 MOS 1500.00 21,000 250.00 3,500 1750.00 24,500
Clerical/time keeper (part-time) 14 MOS 100.00 1,400 2200.00 30,800 2300.00 32,200
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
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DATE: 1/24/2014
12 - GENERAL REQUIREMENTS MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
$ $ $ $ $ $
TEMPORARY FACILITIES
Maintenance and cleaning of temporary facilities 14 MOS 50.00 700 350.00 4,900 400.00 5,600
Consumable supplies 14 MOS 450.00 6,300 450.00 6,300
Temporary utilities 14 MOS 800.00 11,200 800.00 11,200
Communications, faxes, etc. 14 MOS 500.00 7,000 500.00 7,000
Temporary lighting and power 14 MOS 1200.00 16,800 300.00 4,200 1500.00 21,000
Fuel for equipment (500 gallon/months) 14 MOS 2250.00 31,500 2250.00 31,500
Construction debris disposal 14 MOS 75.00 1,050 350.00 4,900 425.00 5,950
Dumpster (1) 14 MOS 400.00 5,600 400.00 5,600
Porta cans and maintenance (3) 14 MOS 300.00 4,200 50.00 700 350.00 4,900
EQUIPMENT AND TOOLS
Construction equipment, trucks, pick-ups, hoisting, etc. 14 MOS 2500.00 35,000 500.00 7,000 3000.00 42,000
Compressors, saws, air tools, hand tools, safetyhats and other expendables 14 MOS 1000.00 14,000 150.00 2,100 1150.00 16,100
Maintenance labor for equipment (part-time) 140 HRS 60.00 8,400 60.00 8,400
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 76
DATE: 1/24/2014
12 - GENERAL REQUIREMENTS MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
$ $ $ $ $ $
MISCELLANEOUS
Miscellaneous materials testing 1 LOT 1000.00 1,000 1000.00 1,000
Plan check and inspection fees 1 LOT 3500.00 3,500 3500.00 3,500
Building permits 1 LOT By Owner
Alaska Department of Labor contract filing fee 1 LOT 5000.00 5,000 5000.00 5,000
Temporary protection, dust control, etc. 14 MOS 250.00 3,500 550.00 7,700 800.00 11,200
Printing, photographs, videos, etc. 14 MOS 125.00 1,750 350.00 4,900 475.00 6,650
Shop and as-built drawings, submittal and schedules 1 LOT 500.00 500 4000.00 4,000 4500.00 4,500
Regular clean-up/snow removal, etc. 8 MOS 50.00 400 650.00 5,200 700.00 5,600
Final clean-up and punch list 23,707 SF 0.12 2,845 0.30 7,112 0.42 9,957
Daily loading and unloading 14 MOS 75.00 1,050 500.00 7,000 575.00 8,050
LABOR TRAVEL COST
Premium time (general) With Direct Work
Air fares and travel costs Local Crew
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
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DATE: 1/24/2014
12 - GENERAL REQUIREMENTS MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
$ $ $ $ $ $
LABOR TRAVEL COST (Continued)
Supervisory staff road trips 40 EA 120.00 4,800 120.00 4,800
Miscellaneous per diem (imported crew) 200 MD 120.00 24,000 120.00 24,000
SUBTOTAL: $ 240,745 $ 456,712 $ 697,457
PROFIT
Home Office 3.00% 222,118
Contractor's profit and home office overhead basedon type of structure and project size including risk factor 8.50% 648,215
BONDS AND INSURANCES
Bonds 0.85% 70,331
Insurances 1.15% 95,963
TOTAL ESTIMATED COST: $ 1,734,084
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
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DATE: 1/24/2014
13 - CONTINGENCIES MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
$ $ $ $ $ $
131 - ESTIMATOR'S CONTINGENCY
The estimator's allowance for architectural andengineering items that may change at finaldesign or by addendum 13.50% $ 1,139,477
132 - ESCALATION CONTINGENCY
The allowance for escalation from the date ofestimate to the proposed bid date of Fall 2014at the rate of 3.50% per annum (10 months) 2.92% $ 279,737
TOTAL ESTIMATED COST: $ 1,419,214
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
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DATE: 1/24/2014
ADDITIVE ALTERNATE #1 MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
Amphitheater $ $ $ $ $ $
Cut trees and clear site 0.11 AC 5000.00 550 5000.00 550
Excavate to form sunken theater and dispose 452 CY 7.25 3,277 7.25 3,277
(2) tier 3'0"x30" rock filled gabion bins at bank seating 86 LF 83.00 7,138 25.00 2,150 108.00 9,288
6" thick x 24" concrete risers 18" above grade 464 SF 8.50 3,944 11.00 5,104 19.50 9,048
4" precast concrete seat panels 1,190 SF 7.70 9,163 4.00 4,760 11.70 13,923
Extra for concrete steps 32 SF 27.00 864 15.00 480 42.00 1,344
Guard rails 24 LF 49.00 1,176 21.50 516 70.50 1,692
4" concrete patterned plaza walk 840 SF 4.70 3,948 4.20 3,528 8.90 7,476
Free standing canopy accent feature 360 SF 135.00 48,600 87.00 31,320 222.00 79,920
Topsoil and seeding 2,225 SF 0.50 1,113 0.35 779 0.85 1,892
Power and lighting to canopy 360 SF 16.50 5,940 12.00 4,320 28.50 10,260
Assistive listening system at canopy 1 LOT 7500.00 7,500 4500.00 4,500 12000.00 12,000
SUBTOTAL 89,386 61,284 150,670
Labor Premium Time 10.00% 6,128 6,128
SUBTOTAL: $ 89,386 $ 67,412 $ 156,798
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 80
DATE: 1/24/2014
ADDITIVE ALTERNATE #1 MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
Amphitheater $ $ $ $ $ $
General Conditions, Overhead and Profit 25.00% 39,200
Contingency 15.00% 29,400
TOTAL ESTIMATED COST: $ 225,398
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 81
DATE: 1/24/2014
ADDITIVE ALTERNATE #2 MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
North Parking $ $ $ $ $ $
Cut trees and clear site 0.43 AC 5000.00 2,150 5000.00 2,150
Excavate and dispose overburden, average 24" deep 1,374 CY 8.50 11,679 8.50 11,679
18" NFS fill, compacted 925 CY 12.25 11,331 7.00 6,475 19.25 17,806
6" subbase under sidewalk 19 CY 14.00 266 7.50 143 21.50 409
4" DI under parking 200 CY 20.50 4,100 7.50 1,500 28.00 5,600
4" broom finished concrete walk 840 SF 3.95 3,318 3.20 2,688 7.15 6,006
2" AC pavement (182 ton) 13,869 SF 1.35 18,723 1.10 15,256 2.45 33,979
Concrete valley gutters 68 LF 11.00 748 12.50 850 23.50 1,598
Sidewalk curbs 117 LF 10.30 1,205 11.75 1,375 22.05 2,580
Curb and gutter 577 LF 12.50 7,213 13.70 7,905 26.20 15,118
Mark parking stalls 39 EA 15.00 585 25.00 975 40.00 1,560
North parking sign 1 EA 165.00 165 135.00 135 300.00 300
Deciduous trees 7 EA 180.00 1,260 170.00 1,190 350.00 2,450
Coniferous trees 6 EA 215.00 1,290 190.00 1,140 405.00 2,430
Screened topsoil 123 CY 2.50 308 7.20 886 9.70 1,194
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
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DATE: 1/24/2014
ADDITIVE ALTERNATE #2 MATERIAL LABOR TOTAL TOTALQUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABOR
North Parking $ $ $ $ $ $
3" bark mulch 2,260 SF 0.45 1,017 0.22 497 0.67 1,514
Grass seeding 2.20 MSF 65.00 143 270.00 594 335.00 737
Area lighting poles base, conduit and wiring 2 EA 2575.00 5,150 1870.00 3,740 4445.00 8,890
LED fixtures 4 EA 1535.00 6,140 420.00 1,680 1955.00 7,820
SUBTOTAL 62,962 60,858 123,820
Labor Premium Time 10.00% 6,086 6,086
SUBTOTAL: $ 62,962 $ 66,944 $ 129,906
General Conditions, Overhead and Profit 25.00% 32,477
Contingency 15.00% 24,357
TOTAL ESTIMATED COST: $ 186,740
WASILLA PUBLIC LIBRARY - CITY OF WASILLA WASILLA, ALASKASCHEMATIC DESIGN SUBMITTAL (REVISION 1) CONSTRUCTION COST ESTIMATE
HMS Project No.: 13183
PAGE 83
DATE: 1/24/2014
EXTERIOR SIDING OPTION MATERIAL LABOR TOTAL TOTALSubstitute Parklex/Cedar Siding with Slate QUANTITY UNIT RATE TOTAL RATE TOTAL UNIT RATE MATERIAL/LABORShingle Siding $ $ $ $ $ $
OMIT
Parklex wall paneling -2,240 SF 16.70 -37,408 6.55 -14,672 23.25 -52,080
7/8" T&G bleached cedar siding -11,312 SF 4.70 -53,166 3.55 -40,158 8.25 -93,324
ADD
Slate tiles over concealed clip system 13,552 SF 9.70 131,454 7.20 97,574 16.90 229,028
SUBTOTAL: $ 40,880 $ 42,744 $ 83,624
Mark-ups 22.00% 18,397
Contingency 10.00% 10,202
TOTAL ESTIMATED COST: $ 112,223