IFB_250017_Fac_Mods_at_SA_BB_Ops_-_ICE.pdf
PDF 471 KB Posted
- Solicitation number
- 250017
- Issued by
- Orange County, California
About this file
This is an Independent Cost Estimate (ICE) document prepared by the Orange County Transportation Authority (OCTA) for facility modifications at the Santa Ana Bus Base Operations Building in California. The project encompasses three primary work areas: sitework (965 square feet), floor finishes replacement (3,994 square feet), and lobby millwork replacement (55 linear feet). The scope of work includes site demolition and protection, earthwork, exterior improvements, selective demolition of existing finishes, installation of LVT tile flooring with stainless steel base trim, furniture reinstallation, and comprehensive millwork replacement including base cabinets, wall-mounted counters, and island cabinetry with solid surface tops. The cost estimate was prepared by Eric Torres, Senior Project Manager, and dated July 8, 2025, with the estimate revised on June 23, 2025. Construction is anticipated to begin in December 2025 with a six-month duration, with the midpoint of construction estimated at March 2026.
The total estimated project cost is $330,000.00, comprised of $288,172 in base construction costs plus $5,749 in escalation allowance and $36,000 for on-site health, safety, and environment representative costs. The escalation allowance is calculated at 2 percent based on a 3 percent annual escalation rate from the June 2025 base month to the March 2026 construction midpoint. Cost breakdowns include sitework at $51,727 (including $6,000 for on-site representation), floor finishes replacement at $196,607 (including $18,000 for on-site representation), and lobby millwork replacement at $81,587 (including $12,000 for on-site representation). The estimate accounts for general requirements, contractor bonds at 2.75 percent, and contractor fees at 10 percent across all work categories. Direct labor costs total $330,000.00 with no overhead, materials, IT support, travel, or subcontractor costs separately itemized, indicating all costs are incorporated into the construction cost summaries.
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INDEPENDENT COST ESTIMATE (ICE)
FA-CAMM-006.docm (07/07/10) Page 1 of 3
INSTRUCTIONS
Complete and submit all three pages to Contracts Administration & Materials Management (CAMM), along with your requisition and scope of work. CAMM will not start the procurement until all three documents have been received.
PART I – GENERAL INFORMATION
Project Description: Facility Modifications at Santa Ana Bus Base Operations Building
SHADED AREA FOR PROCUREMENT USE ONLY
Assigned Buyer No.:
D/M/WBE%:
Purchase Requisition No.: 035570
New Contract / Procurement
Contract Amendment Contract / PO No.:
Contract Task Order Contract / PO No.:
Option Term Contract / PO No.:
Date: 7/8/2025
Requestor: Eric Torres Senior Project Manager Phone Ext.: 5345
Name Title
Signature:
Cost
Estimate: $ 330,000.00 (include shipping, handling and taxes, if applicable)
PART II – ESTIMATE GUIDE
Please substantiate the estimate using the following information.
Estimate Type Items to Include Where to Find Supporting Information
Services (Other than A&E)
1. Tasks you want done
2. Types of people needed (i.e., supervisor, administrative assistant, other)
3. Positions required (i.e., Project Manager, Deputy PM, Senior Engineer / Planner, other)
4. Estimated hours by position
5. Salary / billing rates applied
6. Prevailing wage rate category applied
7. Profit / applied fee
8. Direct expenses
9. Completion schedule
1. Current or past contracts for similar services
2. Other properties / departments doing similar work
3. Historical price and cost data
Estimate Guide Continued
FA-CAMM-006.docm (07/07/10) Page 2 of 3
Estimate Type Items to Include Where to Find Supporting Information
Architects, Engineers, Designers
1. Tasks you want done
2. Types of people needed (i.e., engineers, administrative assistant, other)
3. Positions (Project Manager, Deputy PM, Senior Engineer / Planner, other)
4. Estimated hours by position
5. Salary / billing rates applied
6. Profit / applied fee
7. Overhead rate (%)
8. Direct expenses
9. Completion schedule
1. Current or past contracts for similar services
2. Other properties / departments doing similar work
3. Historical price and cost data
Goods/Equipment 1. Product needed
2. Quantity
3. Unit price
4. Markups, overhead, profit
5. Delivery schedule desired
6. Warranty
1. Vendor survey / market survey
2. Current or past contracts for the same or similar product
3. Historical price and cost data
4. Various published indices
Construction 1. Product needed
2. Labor (at a minimum use Davis Bacon)
3. Materials
4. Bonds
5. Insurance
6. Mobilization
7. Equipment
8. Markups, fringes, overheads, profit
9. Completion schedule
1. “Means Book”
2. “Blue Book”
3. Davis Bacon wage rates / prevailing wages
4. Current or past contracts for the same project
5. Historical price and cost data
Additional Information:
FA-CAMM-006.docm (07/07/10) Page 3 of 3
PART III – INDEPENDENT COST ESTIMATE
Using the information provided in Part II, prepare the ICE for your procurement.
Use any or all of the categories listed below.
Prepared By: Eric Torres Date: 7/8/2025
Signature:
DESCRIPTION OF COST ELEMENTS
1. DIRECT LABOR
(List of Labor Categories)
Estimated Hours
Rate Per Hour ($)
Estimated Cost ($)
Total Est.
Cost ($)
(See Attachment to ICE form) 1 $ 330,000.00 $ 330,000.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
Total Direct Labor: $ 330,000.00
2. OVERHEAD
Rate (%)
(use decimal input)
Total Labor ($)
Estimated Cost ($)
Total Est.
Cost ($)
$ 330,000.00 $ 0.00 $ 0.00
3. MATERIALS/SERVICES (Excluding Information Technology [IT]) Estimated Cost ($)
Total Est.
Cost ($)
Materials $ 0.00 $ 0.00
4. INFORMATION TECHNOLOGY SUPPORT
Estimated Cost ($)
Total Est.
Cost ($)
Total IT Support: $ 0.00
5. TRAVEL
Estimated
Cost ($) Total Est.
Cost ($)
$ $ 0.00
6. SUBCONTRACTOR(S) / CONSULTANT(S)
Estimated
Cost ($) Total Est.
Cost ($)
Total Subcontractor(s) / Consultant(s): $ 0.00
7. OTHER DIRECT COSTS
Estimated
Cost ($) Total Est.
Cost ($)
$ $ 0.00
8. TOTAL ESTIMATED COST: $ 330,000.00
LOCATION: SANTA ANA, CA DATE: 13-Jun-25
CLIENT: OCTA REVISED DATE: 23-Jun-25
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - SUMMARY
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCT.
COST
TOTAL
ESCALATION
COST
ON SITE HSE
REP COST
TOTAL
CONSTRUCT.
COST
SUMMARY OF ESTIMATE $ $
0.17 SITEWORK 965 SF 46.46 44,833 894 6,000 51,727
0.61 FLOOR FINISHES REPLACEMENT 3,994 SF 43.84 175,113 3,494 18,000 196,607
0.22 LOBBY MILLWORK REPLACEMENT 55 LF 1,236.65 68,226 1,361 12,000 81,587
TOTAL OF ESTIMATED CONSTRUCTION COST 288,172 5,749 36,000 329,921
ESCALATION INCLUDED IN THE ABOVE, IS BASED ON THE
FOLLOWING:
BASE MONTH Jun-25
CONSTRUCTION START MONTH Dec-25
CONSTRUCTION DURATION (MONTHS) 6.0
MID POINT OF CONSTRUCTION Mar-26
% ANNUAL ESCALATION 3%
ALLOWANCE FOR ESCALATION (TO MIDPOINT OF
CONSTRUCTION)
2%
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - SITEWORK NET SITE AREA: 965
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
SUMMARY OF ESTIMATE $ $
1.0 GENERAL REQUIREMENTS
2.0 EXISTING CONDITIONS 24.83% 9.30 8,975
31.0 EARTHWORK 36.08% 13.52 13,042
32.0 EXTERIOR IMPROVEMENTS 39.09% 14.64 14,131
33.0 UTILITIES
SUBTOTAL 100.00% 37.46 36,148
PRORATES:
GENERAL CONDITIONS / GENERAL REQUIREMENTS 10.00% 3.75 3,615
SUBTOTAL 41.21 39,763
CONTRACTOR'S MARK-UP:
BONDS 2.75% 1.13 1,093
CONTRACTOR'S FEE 10.00% 4.12 3,976
TOTAL OF CONSTRUCTION COST W/OUT ESCALATION 46.46 44,833
ADDITIONAL GENERAL REQUIREMENT
ON SITE HSE REP COST 60 HRS 100.00 6,000
TOTAL OF CONSTRUCTION COST WITHOUT ESCALATION + ON
SITE HSE REP COST
50,833
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
Page 2 SITEWORK
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - SITEWORK NET SITE AREA: 965
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
1.0 GENERAL REQUIREMENTS $
ADDITIONAL GENERAL REQUIREMENT
ON SITE HSE REP COST SEE SUMMARY OF
THIS SECTION
ABOVE
SUBTOTAL
2.0 EXISTING CONDITIONS $
SITE DEMOLITION (HAULING INCLUDED) - LOCATION 1
SAWCUT (E) PCC SIDEWALK 6 LF 16.50 99
REMOVE (E) PCC PAVING & BASE 165 SF 5.50 908
REMOVE 12"W PORTION OF (E) LANDSCAPE 55 LF 4.40 242
PRUNE (E) TREE ROOT 2 EA 275.00 550
PROTECT (E) BUILDING ACCESS DOOR 1 EA 115.00 115
PROTECT (E) TREE 2 EA 285.00 570
PROTECT PORTION OF (E) SIDEWALK & C&G 50 SF 0.83 42
PROTECT +/-10'L OF (E) UTILITY LINES 3 EA 188.10 564
MISC. LOCATION 1 DEMO & PROTECTION WORK 1 LS 500.00 500
SITE DEMOLITION (HAULING INCLUDED) - LOCATION 2
SAWCUT (E) PCC SIDEWALK 20 LF 16.50 330
REMOVE (E) PCC PAVING & BASE 482 SF 5.50 2,651
REMOVE (E) PLANTING & IRRIGATION 255 SF 3.85 982
REMOVE 12"W PORTION OF (E) LANDSCAPE/IRRIGATION @
WESTERN PORTION
8 LF 4.40 33
PROTECT (E) BUILDING ACCESS DOOR 1 EA 115.00 115
PROTECT (E) WALL 37 LF 6.60 244
PROTECT (E) WALL DRAIN 1 EA 132.50 133
PROTECT (E) POLE SIGNAGE 1 EA 115.00 115
PROTECT PORTION OF (E) SIDEWALK & C&G 340 SF 0.83 282
MISC. LOCATION 2 DEMO & PROTECTION WORK 1 LS 500.00 500
SUBTOTAL 8,975
31.0 EARTHWORK $
SITE PREPARATION - LOCATION 1
SITE CLEARING 220 SF 1.11 244
ROUGH GRADING 220 SF 1.65 363
CUT/REMOVE 18"D OF SUBGRADE 12 CY 60.50 739
IMPORT GRANULAR SOIL + 15% SHRINKAGE 14 CY 82.50 1,160
FILL & COMPACT 14 CY 38.50 541
FINE GRADING 220 SF 1.93 425
DIRT EXPORT + 15% SWELL VOLUME 14 CY 137.50 1,933
EROSION CONTROL 220 SF 1.10 242
Page 3 SITEWORK
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - SITEWORK NET SITE AREA: 965
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
SITE PREPARATION - LOCATION 2
SITE CLEARING 575 SF 1.10 633
ROUGH GRADING 575 SF 1.65 949
CUT/REMOVE 6"D OF SUBGRADE 9 CY 60.50 540
CUT/REMOVE 18"D OF SUBGRADE N/A PER C.E.
DIRT CUT @ DITCH 0.3 CY 165.00 50
IMPORT GRANULAR SOIL + 15% SHRINKAGE 11 CY 82.50 908
FILL & COMPACT 11 CY 38.50 424
FINE GRADING 575 SF 1.93 1,110
12"D SCARIFY & COMPACT SUBGRADE 482 SF 1.43 689
DIRT EXPORT + 15% SWELL VOLUME 11 CY 137.50 1,459
EROSION CONTROL 575 SF 1.10 633
SUBTOTAL 13,042
32.0 EXTERIOR IMPROVEMENTS $
HARDSCAPE/LANDSCAPE - LOCATION 1
CONCRETE SIDEWALK, 4" 165 SF 9.84 1,624
THICKENED CONCRETE 1 CY 715.00 728
VAPOR BARRIER (VISQUEEN) 165 SF 0.83 137
JOIN CONCRETE/EXPANSION JOINT W/ DOWEL 6 LF 66.00 396
EXPANSION JOINT, NO DOWEL 6 LF 11.00 66
RESTORE PLANTING, MATCH EXISTING 55 SF 13.20 726
REPLACE ANY IRRIGATION THAT WAS DAMAGED DUE TO TREE
ROOT REMOVAL OR ROOT BARRIER INSTALLATION
55 SF 7.15 393
ROOT BARRIER 55 LF 17.66 971
HARDSCAPE/LANDSCAPE - LOCATION 2
CONCRETE SIDEWALK, 4" thk 557 SF 9.84 5,481
AGGREGATE BASE, 6" thk N/A
THICKENED CONCRETE 0.4 CY 715.00 285
VAPOR BARRIER (VISQUEEN) 557 SF 0.83 462
12"W x 3" thk CONCRETE CHANNEL, 1:1 SLOPE 10 LF 44.23 442
JOIN CONCRETE/EXPANSION JOINT W/ DOWEL 25 LF 66.00 1,650
EXPANSION JOINT, NO DOWEL 70 LF 11.00 770
RESTORE PLANTING, MATCH EXISTING N/A
IRRIGATION N/A
SUBTOTAL 14,131
33.0 UTILITIES $
SITE UTILITIES
ASSUME NOT INCLUDED
SUBTOTAL
Page 4 SITEWORK
WORK AREA: 3,994
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
SUMMARY OF ESTIMATE $ $
1.0 GENERAL REQUIREMENTS 7.90% 2.79 11,157
2.0 EXISTING CONDITIONS 20.82% 7.36 29,398
3.0 CONCRETE
4.0 MASONRY
5.0 METALS
6.0 WOOD, PLASTICS & COMPOSITES
7.0 THERMAL & MOISTURE PROTECTION 0.55% 0.20 779
8.0 OPENINGS 0.79% 0.28 1,112
9.0 FINISHES 60.08% 21.24 84,834
10.0 SPECIALTIES
11.0 EQUIPMENT
12.0 FURNISHINGS 9.85% 3.48 13,912
13.0 SPECIAL CONSTRUCTION
14.0 CONVEYING
21.0 FIRE SUPPRESSION
22.0 PLUMBING
23.0 HVAC
26.0 ELECTRICAL
27.0 COMMUNICATIONS
28.0 ELECTRONIC SAFETY & SECURITY
SUBTOTAL 100.00% 35.35 141,192
PRORATES:
GENERAL CONDITIONS / GENERAL REQUIREMENTS 10.00% 3.54 14,119
SUBTOTAL 38.89 155,311
CONTRACTOR'S MARK-UP:
BONDS 2.75% 1.07 4,271
CONTRACTOR'S FEE 10.00% 3.89 15,531
TOTAL OF CONSTRUCTION COST W/OUT ESCALATION 43.84 175,113
ADDITIONAL GENERAL REQUIREMENT
ON SITE HSE REP COST 180 HRS 100.00 18,000
TOTAL OF CONSTRUCTION COST WITHOUT ESCALATION + ON
SITE HSE REP COST
193,113
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - FLOOR FINISHES
REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
Page 5 FLOOR FINISHES
WORK AREA: 3,994
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - FLOOR FINISHES
REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
1.0 GENERAL REQUIREMENTS $
ADDITIONAL GENERAL REQUIREMENT
ON SITE HSE REP COST SEE SUMMARY OF
THIS SECTION
ABOVE
DUST BARRIER + REMOVAL (RE-USABLE)
PHASE 1 5 LF 115.93 580
PHASE 2 15 LF 115.93 1,739
PHASE 3 10 LF 115.93 1,159
PHASE 4 11 LF 115.93 1,275
PHASE 5 4 LF 115.93 464
PHASE 6 13 LF 115.93 1,507
AREA CLEAN-UP 3,994 GSF 1.11 4,433
SUBTOTAL 11,157
2.0 EXISTING CONDITIONS $
SELECTIVE DEMOLITION - PHASE 1
REMOVE (E) OFFICE ROOM/CORRIDOR FURNISHINGS & SAVE/STORE
FOR RE-INSTALLATION - ALLOWANCE
910 SF 2.78 2,533
REMOVE (E) FLOOR FINISH 910 SF 2.79 2,539
REMOVE (E) WALL BASE 268 LF 1.67 448
REMOVE (E) INT. DOOR STOP 4 EA 33.44 134
PROTECT (E) DOOR/FRAME 5 EA 97.54 488
PROTECT (E) STORAGE SHELVING 23 LF 8.92 205
MISC. PHASE 1 DEMO & PROTECTION WORK 1 LS 365.00 365
SELECTIVE DEMOLITION - PHASE 2
REMOVE (E) OFFICE ROOM/CORRIDOR FURNISHINGS & SAVE/STORE
FOR RE-INSTALLATION - ALLOWANCE
658 SF 2.78 1,831
REMOVE (E) FLOOR FINISH 658 SF 2.79 1,836
REMOVE (E) WALL BASE 184 LF 1.67 307
REMOVE (E) INT. DOOR STOP 2 EA 33.44 67
PROTECT (E) DOOR/FRAME 5 EA 97.54 488
PROTECT (E) CASEWORK 6 LF 22.29 134
PROTECT (E) HI-LO DRINKING FOUNTAIN 1 EA 167.20 167
MISC. PHASE 2 DEMO & PROTECTION WORK 1 LS 285.00 285
SELECTIVE DEMOLITION - PHASE 3
REMOVE (E) OFFICE ROOM/CORRIDOR FURNISHINGS & SAVE/STORE
FOR RE-INSTALLATION - ALLOWANCE
824 SF 2.78 2,293
REMOVE (E) FLOOR FINISH 824 SF 2.79 2,299
REMOVE (E) WALL BASE 222 LF 1.67 371
REMOVE (E) INT. DOOR STOP 3 EA 33.44 100
PROTECT (E) DOOR/FRAME 5 EA 97.54 488
MISC. PHASE 3 DEMO & PROTECTION WORK 1 LS 325.00 325
SELECTIVE DEMOLITION - PHASE 4
REMOVE (E) OFFICE ROOM/CORRIDOR FURNISHINGS & SAVE/STORE
FOR RE-INSTALLATION - ALLOWANCE
394 SF 2.78 1,097
REMOVE (E) FLOOR FINISH 394 SF 2.79 1,099
REMOVE (E) WALL BASE 120 LF 1.67 200
Page 6 FLOOR FINISHES
WORK AREA: 3,994
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - FLOOR FINISHES
REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
REMOVE (E) INT. DOOR STOP 2 EA 33.44 67
PROTECT (E) DOOR/FRAME 2 EA 97.54 195
MISC. PHASE 4 DEMO & PROTECTION WORK 1 LS 155.00 155
SELECTIVE DEMOLITION - PHASE 5
REMOVE (E) DISPATCH ROOM FURNISHINGS & SAVE/STORE FOR RE-
INSTALLATION - ALLOWANCE
394 SF 2.78 1,097
REMOVE (E) FLOOR FINISH 438 SF 2.79 1,222
REMOVE (E) WALL BASE 76 LF 1.67 127
PROTECT (E) DOOR/FRAME 1 EA 97.54 98
PROTECT (E) DISPATCH WALL COUNTER 46 LF 8.92 410
MISC. PHASE 5 DEMO & PROTECTION WORK 1 LS 165.00 165
SELECTIVE DEMOLITION - PHASE 6
REMOVE (E) CONFERENCE ROOM FURNISHINGS & SAVE/STORE FOR
RE-INSTALLATION - ALLOWANCE
770 SF 2.78 2,143
REMOVE (E) FLOOR FINISH 770 SF 2.79 2,148
REMOVE (E) WALL BASE 110 LF 1.67 184
REMOVE (E) INT. DOOR STOP 2 EA 33.44 67
PROTECT (E) DOOR/FRAME 2 EA 97.54 195
PROTECT (E) WALL SCREEN 1 EA 139.34 139
PROTECT (E) OPERABLE PARTITION 1 EA 581.87 582
MISC. PHASE 6 DEMO & PROTECTION WORK 1 LS 305.00 305
SUBTOTAL 29,398
3.0 CONCRETE $
THIS SECTION NOT APPLICABLE
SUBTOTAL
4.0 MASONRY $
THIS SECTION NOT APPLICABLE
SUBTOTAL
5.0 METALS $
THIS SECTION NOT APPLICABLE
SUBTOTAL
6.0 WOOD, PLASTICS & COMPOSITES $
THIS SECTION NOT APPLICABLE
SUBTOTAL
7.0 THERMAL & MOISTURE PROTECTION $
CAULK & SEALANTS
MISC. CAULKING/SEALANTS ALLOWANCE 3,994 GSF 0.20 779
SUBTOTAL 779
Page 7 FLOOR FINISHES
WORK AREA: 3,994
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - FLOOR FINISHES
REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
8.0 OPENINGS $
INTERIOR DOOR HARDWARE
DOOR STOP - PHASE 1 4 EA 79.43 318
DOOR STOP - PHASE 2 2 EA 79.43 159
DOOR STOP - PHASE 3 3 EA 79.43 238
DOOR STOP - PHASE 4 2 EA 79.43 159
DOOR STOP - PHASE 5 1 EA 79.43 79
DOOR STOP - PHASE 6 2 EA 79.43 159
SUBTOTAL 1,112
9.0 FINISHES $
FLOOR FINISHES - PHASE 1
PREP (E) SUBFLOOR 910 SF 1.67 1,520
LVT TILE FLOORING - 5.8" x 37" PLANK 910 SF 13.40 12,194
6"H BRUSHED S/S W/ TOE 268 LF 24.34 6,522
FLOOR FINISHES - PHASE 2
PREP (E) SUBFLOOR 658 SF 1.67 1,099
LVT TILE FLOORING - 5.8" x 37" PLANK 658 SF 13.40 8,817
TS1 - RUBBER TRANSITION STRIP 6 LF 18.95 114
6"H BRUSHED S/S W/ TOE 184 LF 24.34 4,478
FLOOR FINISHES - PHASE 3
PREP (E) SUBFLOOR 824 SF 1.67 1,376
LVT TILE FLOORING 824 SF 13.40 11,042
6"H BRUSHED S/S W/ TOE 222 LF 24.34 5,403
FLOOR FINISHES - PHASE 4
PREP (E) SUBFLOOR 394 SF 1.67 658
LVT TILE FLOORING 394 SF 13.40 5,280
6"H BRUSHED S/S W/ TOE 120 LF 24.34 2,921
FLOOR FINISHES - PHASE 5
PREP (E) SUBFLOOR 438 SF 1.67 731
LVT TILE FLOORING 438 SF 13.40 5,869
6"H BRUSHED S/S W/ TOE 76 LF 24.34 1,850
FLOOR FINISHES - PHASE 6
PREP (E) SUBFLOOR 770 SF 1.67 1,286
LVT TILE FLOORING 770 SF 13.40 10,318
6"H BRUSHED S/S W/ TOE 110 LF 24.34 2,677
MISC. FINISHES
MISC. PAINTING/TOUCH-UP ALLOWANCE 3,994 GSF 0.17 679
SUBTOTAL 84,834
10.0 SPECIALTIES $
THIS SECTION NOT APPLICABLE
Page 8 FLOOR FINISHES
WORK AREA: 3,994
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - FLOOR FINISHES
REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
11.0 EQUIPMENT $
THIS SECTION NOT APPLICABLE
SUBTOTAL
12.0 FURNISHINGS $
EXISTING FURNISHINGS
RE-INSTALL (E) OFFICE ROOMS FURNISHINGS - PHASE 1 910 SF 3.48 3,170
RE-INSTALL (E) OFFICE ROOMS FURNISHINGS - PHASE 2 658 SF 3.48 2,292
RE-INSTALL (E) OFFICE ROOMS FURNISHINGS - PHASE 3 824 SF 3.48 2,870
RE-INSTALL (E) OFFICE ROOMS FURNISHINGS - PHASE 4 394 SF 3.48 1,372
RE-INSTALL (E) DISPATCH ROOM FURNISHINGS - PHASE 5 438 SF 3.48 1,526
RE-INSTALL (E) CONFERENCE ROOM FURNISHINGS - PHASE 6 770 SF 3.48 2,682
SUBTOTAL 13,912
13.0 SPECIAL CONSTRUCTION $
THIS SECTION NOT APPLICABLE
SUBTOTAL
14.0 CONVEYING $
THIS SECTION NOT APPLICABLE
SUBTOTAL
21.0 FIRE SUPPRESSION $
THIS SECTION NOT APPLICABLE
SUBTOTAL
22.0 PLUMBING $
THIS SECTION NOT APPLICABLE
SUBTOTAL
23.0 HVAC $
THIS SECTION NOT APPLICABLE
Page 9 FLOOR FINISHES
WORK AREA: 3,994
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - FLOOR FINISHES
REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
26.0 ELECTRICAL $
THIS SECTION NOT APPLICABLE
SUBTOTAL
27.0 COMMUNICATIONS $
THIS SECTION NOT APPLICABLE
SUBTOTAL
28.0 ELECTRONIC SAFETY & SECURITY $
THIS SECTION NOT APPLICABLE
Page 10 FLOOR FINISHES
MILLWORK LF: 55
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
SUMMARY OF ESTIMATE $ $
1.0 GENERAL REQUIREMENTS
2.0 EXISTING CONDITIONS 13.09% 130.56 7,203
3.0 CONCRETE
4.0 MASONRY
5.0 METALS 1.75% 17.42 961
6.0 WOOD, PLASTICS & COMPOSITES 80.54% 803.03 44,303
7.0 THERMAL & MOISTURE PROTECTION 0.65% 6.53 360
8.0 OPENINGS
9.0 FINISHES 3.97% 39.57 2,183
10.0 SPECIALTIES
11.0 EQUIPMENT
12.0 FURNISHINGS
13.0 SPECIAL CONSTRUCTION
14.0 CONVEYING
21.0 FIRE SUPPRESSION
22.0 PLUMBING
23.0 HVAC
26.0 ELECTRICAL
27.0 COMMUNICATIONS
28.0 ELECTRONIC SAFETY & SECURITY
SUBTOTAL 100.00% 997.10 55,010
PRORATES:
GENERAL CONDITIONS / GENERAL REQUIREMENTS 10.00% 99.71 5,501
SUBTOTAL 1,096.81 60,511
CONTRACTOR'S MARK-UP:
BONDS 2.75% 30.16 1,664
CONTRACTOR'S FEE 10.00% 109.68 6,051
TOTAL OF CONSTRUCTION COST W/OUT ESCALATION 1,236.65 68,226
ADDITIONAL GENERAL REQUIREMENT
ON SITE HSE REP COST 120 HRS 100.00 12,000
TOTAL OF CONSTRUCTION COST WITHOUT ESCALATION + ON
SITE HSE REP COST
80,226
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - LOBBY
MILLWORK REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
Page 11 LOBBY MILLWORK
MILLWORK LF: 55
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - LOBBY
MILLWORK REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
1.0 GENERAL REQUIREMENTS $
ADDITIONAL GENERAL REQUIREMENT
ON SITE HSE REP COST SEE SUMMARY OF
THIS SECTION
ABOVE
SUBTOTAL
2.0 EXISTING CONDITIONS $
SELECTIVE DEMOLITION
REMOVE (E) 22"W BASE CABINET & TOP W/ (4) FILE WELLS 5.8 LF 102.13 595
REMOVE (E) 30"W BASE CABINET & TOP W/ (8) FILE WELLS 6.3 LF 109.74 695
REMOVE (E) 28"W WALL-MOUNTED COUNTER 5.5 LF 59.70 328
REMOVE (E) 30"W WALL-MOUNTED COUNTER 13.2 LF 59.70 786
REMOVE (E) 30"W HI-LO WALL-MOUNTED COUNTER 6.0 LF 79.60 478
REMOVE (E) 7"W HI-LO WINDOW COUNTER 13.3 LF 33.17 440
REMOVE (E) 4'W x 14'L ISLAND COUNTER/CABINET 1 EA 1,300.15 1,300
PROTECT (E) 12"H S/S WALL BASE 36 LF 13.27 476
COVER & PROTECT (E) FLOOR FINISHES 1,092 SF 1.33 1,452
MISC. LOBBY MILLWORK DEMO & PROTECTION WORK 1 LS 653.33 653
SUBTOTAL 7,203
3.0 CONCRETE $
THIS SECTION NOT APPLICABLE
SUBTOTAL
4.0 MASONRY $
THIS SECTION NOT APPLICABLE
SUBTOTAL
5.0 METALS $
MISC. METALS
MISC. METALS ALLOWANCE (Wall backings for wall-mounted counters & metal support frames for island cabinetry)
1,092 SF 0.88 961
SUBTOTAL 961
6.0 WOOD, PLASTICS & COMPOSITES $
BASE COUNTER - FILE STORAGE MILLWORK
21.5"W PLAM BASE CABINET W/ SOLID SURFACE CORIAN TOP W/ (4)
- 13.5" x 15" FILE WELLS
5.83 LF 723.89 4,220
4"H S/S CABINET BASE 10 LF 31.43 314
WALL-MOUNTED BASE COUNTER - COMPUTER COUNTERS
30"W SOLID SURFACE CORIAN TOP + 1-LAYER OF 3/4" PLYWOOD
OVER (E) CONCEALED METAL BRACKETS
13.17 LF 281.92 3,713
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MILLWORK LF: 55
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - LOBBY
MILLWORK REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
30"W SOLID SURFACE CORIAN TOP + 1-LAYER OF 3/4" PLYWOOD
OVER (2) - 1/4" STEEL ANGLE BRACES
6.33 LF 323.84 2,050
SOLID SURFACE VERTICAL RETURN 6 SF 99.50 622
EXTRA FOR 4"H SOLID SURFACE EDGE 20 LF 32.84 640
EXTRA FOR 10"H SOLID SURFACE BACKSPLASH 20 LF 82.59 1,611
EXTRA FOR METAL GROMMET 4 EA 53.40 214
CABLE TRAY UNDERNEATH COUNTER 20 LF 84.24 1,643
STANDING HEIGHT COMPUTER COUNTER
28"W SOLID SURFACE CORIAN TOP + 1-LAYER OF 3/4" PLYWOOD
OVER (2) - 1/4" STEEL ANGLE BRACKETS
5.50 LF 310.99 1,710
SOLID SURFACE VERTICAL RETURN 16 SF 99.50 1,623
EXTRA FOR 3"H SOLID SURFACE EDGE 5.50 LF 24.88 137
EXTRA FOR 4"H SOLID SURFACE BACKSPLASH 5.50 LF 32.84 181
EXTRA FOR METAL GROMMET 2 EA 49.75 100
CABLE TRAY UNDERNEATH COUNTER 5.50 LF 84.24 463
WINDOW TRANSACTION COUNTERS
8.5"W SOLID SURFACE CORIAN TOP + 1-LAYER OF 3/4" PLYWOOD -
LOW COUNTER
13.17 LF 139.79 1,841
EXTRA FOR 3"H SOLID SURFACE EDGE 5.17 LF 44.78 232
EXTRA FOR 15"H SOLID SURFACE EDGE + SUBSTRATE OVER (E)
METAL STUD
8 LF 136.81 1,094
ISLAND CABINETRY - 4.17' x 11.17' PER DWG. A-400
3/4" x 4.17'W x 11.17'L SOLID SURFACE COUNTERTOP + 2-LAYER OF
3/4" PLYWOOD
1 EA 6,952.01 6,952
EXTRA FOR BULLNOSE EDGE 31 LF 59.70 1,832
11.5"D PLAM CABINET/DRAWERS BELOW 22 LF 431.17 9,486
(2) ADJUSTABLE MELAMINE SHELVES W/ RECESSED METAL
STANDARDS TO BOTH ENDS OF ISLAND
2 PR 265.34 531
WB-1 6"H S/S CABINET BASE 31 LF 32.18 987
MISCELLANEOUS
MISC. FINISH CARPENTRY ALLOWANCE 1 LS 2,106.65 2,107
SUBTOTAL 44,303
7.0 THERMAL & MOISTURE PROTECTION $
CAULK & SEALANTS
CAULKING/SEALANTS 1,092 SF 0.33 360
SUBTOTAL 360
8.0 OPENINGS $
THIS SECTION NOT APPLICABLE
SUBTOTAL
9.0 FINISHES $
FLOOR FINISHES
PATCH FLOOR FINISH, MATCH EXISTING 16 SF 16.58 262
12"H S/S WALL BASE 6 LF 37.71 239
Page 13 LOBBY MILLWORK
MILLWORK LF: 55
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - LOBBY
MILLWORK REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
INTERIOR WALLS
PATCH & PAINT (E) GWB WALL 30 SF 15.79 470
MISC. FINISHES
MISC. PAINTING/TOUCH-UP ALLOWANCE 1,092 SF 1.11 1,212
SUBTOTAL 2,183
10.0 SPECIALTIES $
THIS SECTION NOT APPLICABLE
SUBTOTAL
11.0 EQUIPMENT $
THIS SECTION NOT APPLICABLE
SUBTOTAL
12.0 FURNISHINGS $
THIS SECTION NOT APPLICABLE
SUBTOTAL
13.0 SPECIAL CONSTRUCTION $
THIS SECTION NOT APPLICABLE
SUBTOTAL
14.0 CONVEYING $
THIS SECTION NOT APPLICABLE
SUBTOTAL
21.0 FIRE SUPPRESSION $
THIS SECTION NOT APPLICABLE
SUBTOTAL
22.0 PLUMBING $
THIS SECTION NOT APPLICABLE
SUBTOTAL
23.0 HVAC $
THIS SECTION NOT APPLICABLE
Page 14 LOBBY MILLWORK
MILLWORK LF: 55
ITEM
NO
DESCRIPTION EST UNIT UNIT COST TOTAL
CONSTRUCTION
COST
DESCRIPTION: 100% CONSTRUCTION DOCUMENTS COST ESTIMATE - LOBBY
MILLWORK REPLACEMENT
PROJECT: OCTA CTO4 - FACILITY MODIFICATIONS AT SANTA ANA BUS BASE
OPERATIONS BUILDING
26.0 ELECTRICAL $
THIS SECTION NOT APPLICABLE
SUBTOTAL
27.0 COMMUNICATIONS $
THIS SECTION NOT APPLICABLE
SUBTOTAL
28.0 ELECTRONIC SAFETY & SECURITY $
THIS SECTION NOT APPLICABLE
Page 15 LOBBY MILLWORK
File details come from the government source that posted it. Updated .