Atch_6_Cost_Estimate_BreakdownV3.pdf
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- Solicitation number
- FA301617R0061
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Atach 6 Cost Estimate Breakdown
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| File | Type | Posted |
|---|---|---|
| Atach_1_Statement_of_Work_(Version__3).docx | DOCX document | |
| FA3016-17-R-0061_AMENDMENT_0003.pdf | ||
| Atach_1_Statement_of_Work_(Version__2).docx | DOCX document | |
| FA3016-17-R-0061_AMENDMENT_0002.pdf | ||
| Ceiling_Plan.pdf | ||
| Answers_to_Questions_at_Site_Walk_on_30_Jun_2017.docx | DOCX document | |
| Signed_amendment_001.pdf | ||
| Atach_1_Statement_of_Work.docx | DOCX document | |
| Atach_12_Recovered_Materials_Determination.pdf | ||
| Atch_10_Project_Location.pdf | ||
| RFP,_16_Jun_2017.docx | DOCX document | |
| Atch_5_Contractor_Responsibility_Questionnaire.docx | DOCX document | |
| Atach_11_Hazmat_Report.pdf | ||
| Atach_1_Appendix_A_SpecificationsV2.pdf | ||
| Atch_9_Local_Information.pdf | ||
| Atch_8_Progress_Schedule.pdf | ||
| Atch_7__HAZMAT_Letter.pdf | ||
| Atch_3_Unescorted_Access_Request.pdf | ||
| Atach_2_Wage_Determination.docx | DOCX document | |
| Atch_4__Financial_Information_Questionnaire.docx | DOCX document |
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Text version
QUANTITY UNIT TOTAL CREW
LABOR
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
1 02-41-19-19-0725 Selective demolition, rubbish handling, the following are to be added to the demolition prices. Dumpster, weekly rental, includes one dump per week, 20 C.Y. capacity, 5 tons
Week
2 02-41-19-19-0910 Selective demolition, rubbish handling, the following are to be added to the demolition prices, dumpster, alternate pricing for dumpsters, delivery, average for all sizes
Ea.
3 02-41-19-19-0920 Selective demolition, rubbish handling, the following are to be added to the demolition prices, dumpster, alternate pricing for dumpsters, haul, average for all sizes
Ea.
4 02-82-13-39-0100 Asbestos remediation plans and methods, building survey commercial building
Ea.
5 02-82-13-39-0100 Asbestos remediation plans and methods, building survey commercial building
Ea.
6 02-82-13-39-0100 Asbestos remediation plans and methods, building survey commercial building
Ea.
7 02-82-13-39-0200 Asbestos remediation plans and methods, asbestos abatement remediation plan
Ea.
8 02-82-13-39-0200 Asbestos remediation plans and methods, asbestos abatement remediation plan
Ea.
9 02-82-13-39-0200 Asbestos remediation plans and methods, asbestos abatement remediation plan
Ea.
10 02-82-13-41-1750 Asbestos abatement equipment, equipment and supplies, buy, vacuum cleaner, HEPA, stainless steel, wet and dry, 16 gallon
Ea.
11 02-82-13-41-1750 Asbestos abatement equipment, equipment and supplies, buy, vacuum cleaner, HEPA, stainless steel, wet and dry, 16 gallon
Ea.
12 02-82-13-42-0100 Preparation of asbestos containment area, pre-cleaning, HEPA vacuum and wet wipe, flat surfaces
S.F.
13 02-82-13-42-0300 Preparation of asbestos containment area, separation barrier, 2" x 4" @ 16", 1/2" plywood each side, 8' high
S.F.
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
FA301617R0061
Attachment 6
Items listed may not be all inclusive.
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
14 02-82-13-42-0400 Preparation of asbestos containment area, personnel decontamination chamber, 2" x 4" @ 16", 3/4" plywood each side
S.F.
15 02-82-13-42-0450 Preparation of asbestos containment area, waste decontamination chamber, 2" x 4" studs @ 16", 3/4" plywood each side
S.F.
16 02-82-13-42-0550 Preparation of asbestos containment area, cover surfaces with polyethylene sheeting, including glue and tape, floors, each layer, 6 mil
S.F.
17 02-82-13-42-0560 Preparation of asbestos containment area, cover surfaces with polyethylene sheeting, including glue and tape, walls, each layer, 6 mil
S.F.
18 02-82-13-42-0610 Preparation of asbestos containment area, seal penetrations with foam firestop, floor, 36 square inches to 72 square inches
Ea.
19 02-82-13-43-0610 Bulk asbestos removal, includes disposable tools and 2 suits and 1 respirator filter per day per worker, pipe insulation, air cell type, 4" to 8" diameter pipe
L.F.
20 02-82-13-43-1100 Bulk asbestos removal, includes disposable tools and 2 suits and 1 respirator filter per day per worker, pipe fitting insulation, 6" to 8" diameter pipe
Ea.
21 02-82-13-43-8000 Bulk asbestos removal, includes disposable tools and 2 suits and 1 respirator filter per day per worker, cement-asbestos transite board and cement wall board
S.F.
22 02-82-13-44-0450 Demolition in asbestos contaminated area, partitions, non load bearing, gypsum board and studs
S.F.
23 02-82-13-45-0100 OSHA testing, certified technician, minimum Day
24 02-82-13-45-0110 OSHA testing, certified technician, maximum Day
25 02-82-13-45-0120 OSHA testing, industrial hygienist, minimum Day
26 02-82-13-45-0130 OSHA testing, industrial hygienist, maximum Day
27 02-82-13-45-0210 OSHA testing, personal sampling, PCM analysis, NIOSH 7400, maximum Ea.
FA301617R0061
Attachment 6
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
28 02-82-13-45-1200 OSHA testing, cleaned area samples, TEM air sample analysis, NIOSH 7402, minimum
Ea. $80.00
29 02-82-13-46-0200 Decontamination of asbestos containment area, spray exposed substrate with surfactant (bridging), flat surfaces
S.F.
30 02-82-13-46-0200 Decontamination of asbestos containment area, spray exposed substrate with surfactant (bridging), flat surfaces
S.F.
31 02-82-13-46-0250 Decontamination of asbestos containment area, spray exposed substrate with surfactant (bridging), irregular surfaces
S.F.
32 02-82-13-46-0300 Decontamination of asbestos containment area, spray exposed substrate with surfactant (bridging), pipes, beams, and columns
L.F.
33 02-82-13-46-1100 Decontamination of asbestos containment area, roll down polyethylene sheeting
S.F.
34 02-82-13-46-2500 Decontamination of asbestos containment area, fine clean exposed substrate, wet wipe substrate
S.F.
35 02-82-13-46-3100 Decontamination of asbestos containment area, structural demolition, wood stud walls
S.F.
36 02-82-13-46-3500 Decontamination of asbestos containment area, structural demolition, window manifolds, not including window replacement
S.F.
37 02-82-13-46-4000 Decontamination of asbestos containment area, remove custom decontamination facility
Ea.
38 02-82-13-46-9000 Decontamination of asbestos containment area, final cleaning of protected surfaces
S.F.
39 02-82-13-47-0100 Asbestos waste packaging, handling, and disposal, collect and bag bulk material, 3 C.F. bags, by hand
Ea.
40 02-82-13-47-1000 Asbestos waste packaging, handling, and disposal, double bag and decontaminate
Ea.
FA301617R0061
Attachment 6
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
41 02-82-13-47-2000 Asbestos waste packaging, handling, and disposal, containerize bagged material in drums, per 3 C.F. drum
Ea.
42 02-83-19-21-0100 Lead paint remediation plans and methods, building survey commercial building
Ea.
43 02-83-19-21-0200 Lead paint remediation plans and methods, lead abatement remediation plan Ea.
44 02-83-19-21-0300 Lead paint remediation plans and methods, lead paint testing, AAS analysis Ea.
45 02-83-19-21-0400 Lead paint remediation plans and methods, lead paint testing, x-ray fluorescence
Ea.
46 02-83-19-22-0105 Preparation of lead containment area, pre-cleaning, HEPA vacuum and wet wipe, ceiling, 6' to 11' high
S.F.
47 02-83-19-22-0550 Preparation of lead containment area, cover surfaces with polyethylene sheeting, floors, each layer, 6 mil
S.F.
48 02-83-19-22-0560 Preparation of lead containment area, cover surfaces with polyethylene sheeting, walls, each layer, 6 mil
S.F.
49 02-83-19-22-2400 Preparation of lead containment area, post abatement cleaning of protective sheeting, HEPA vacuum and wet wipe
S.F.
50 02-83-19-22-2500 Preparation of lead containment area, post abatement cleaning, HEPA vacuum and wet wipe
S.F.
51 02-83-19-23-0030 Encapsulation of lead-based paint, interior, brushwork, trim, 6" to 12" wide L.F.
52 02-83-19-23-0140 Encapsulation of lead-based paint, interior, brushwork, doors, 3' x 7', both sides, including frame and trim, panel
Ea.
53 05-52-13-50-0520 Railings, pipe, shop fabricated, 3'-6" high, posts at 5' O.C., 2 rail, on stairs, steel, primed, 1-1/2" diameter
L.F.
FA301617R0061
Attachment 6
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
54 05-53-13-70-0424 Floor grating, steel, field fabricated from panels, painted bearing bars at 1-
3/16" O.C., cross bars at 4" O.C., 1-1/4" x 3/16", over 300 S.F.
S.F.
55 05-54-13-20-0020 Checkered plates, steel, field fabricated, 1/4" and 3/8", 2,000 to 5s000 S.F., bolted
Lb.
56 08-05-05-10-0210 Selective demolition doors, doors, exterior, 1-3/4" thick, single, 3' x 8' high Ea.
57 08-05-05-20-0620 Selective demolition of windows, glass, over 10 S.F. per window
Demo Mirrors
S.F.
58 08-12-13-13-2800 Standard hollow metal frames, steel, knock down, 14 gauge, up to 3-7/8" deep, 7'-0" high, 3'-0" wide, single
Ea.
59 08-13-13-15-0320 Metal fire doors, steel, flush, "B" label, 90 minute, full panel, 16 gauge, 3'-0" x
6'-8"
Ea.
60 08-71-20-40-4040 Lockset, keyless, pushbutton type, industrial, heavy duty, with deadbolt, lever activated handle
Ea.
61 08-71-20-65-2500 Thresholds, ADA compliant thresholds, threshold, ramp, aluminum or rubber, 24" x 24"
Ea.
62 08-71-20-90-0200 Hinges, full mortise, average frequency, steel base, 6" x 6", USP Pr.
63 08-71-20-91-1700 Special hinges, double weight, 800 lb., steel base-welded pin, 5" x 6", USP Pr.
64 09-05-05-20-8200 Selective demolition, flooring, floor demolition, raised access floor S.F.
65 09-05-05-30-1010 Selective demolition, walls and partitions, drywall, nailed or screwed, two layers
S.F.
66 09-05-05-30-2300 Selective demolition, walls and partitions, metal or wood studs, finish 2 sides, plasterboard or drywall
S.F.
67 09-21-16-33-4000 Partition wall, stud wall, 8' to 12' high, 5/8", interior, gypsum board, standard, tape and finish both sides, installed on and including, metal studs, non load bearing, 25 gauge, 16" O.C., 6" wide
S.F.
FA301617R0061
Attachment 6
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
68 09-22-26-13-8400 Ceiling suspension systems, for gypsum board or plaster, suspended ceilings, including carriers, 1-1/2" carriers, 24" O.C., 1-5/8" channels, 16" O.C.
S.F.
69 09-29-10-50-0120 High abuse gypsum board, fiber reinforced, nailed or screwed to studs, 1/2" thick, on walls, taped and finished, level 4 finish
S.F.
70 09-69-13-10-1200 Access floors, approach ramps, steel
Elevator Ramp
S.F.
71 09-69-13-10-1200 Access floors, approach ramps, steel
Entrance Ramp
S.F.
72 09-69-13-10-1500 Access floors, handrail, 2 rail, aluminum
Elevator Ramp
L.F.
73 09-69-13-10-1500 Access floors, handrail, 2 rail, aluminum
Entrance Ramp
L.F.
74 09-91-23-74-0440 Walls and ceilings, interior, zero voc latex, concrete, dry wall or plaster, latex, paint one coat, smooth finish, roller
S.F.
75 09-91-23-74-0440-1800 Walls and ceilings, interior, zero VOC latex, for ceiling installations, add
(Modified using 09-91-23-74-1800)
S.F.
76 09-91-23-74-0840 Walls and ceilings, interior, zero VOC latex, concrete, dry wall or plaster, latex, paint two coats, smooth finish, roller
S.F.
77 09-91-23-74-0840-1800 Walls and ceilings, interior, zero VOC latex, for ceiling installations, add
(Modified using 09-91-23-74-1800)
S.F.
78 22-11-13-44-0570 Pipe, steel, schedule 40, A-53 grade, threaded, including couplings, and clevis hanger assemblies sized for covering, 10' O.C., black, 3/4" diameter
L.F.
79 22-11-13-44-0580 Pipe, steel, schedule 40, A-53 grade, threaded, including couplings, and clevis hanger assemblies sized for covering, 10' O.C., black, 1" diameter
L.F.
80 22-11-13-44-0600 Pipe, steel, schedule 40, A-53 grade, threaded, including couplings, and clevis hanger assemblies sized for covering, 10' O.C., black, 1-1/2" diameter
L.F.
81 22-11-13-44-0610 Pipe, steel, schedule 40, A-53 grade, threaded, including couplings, and clevis hanger assemblies sized for covering, 10' O.C., black, 2" diameter
L.F.
FA301617R0061
Attachment 6
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
82 22-11-13-44-9030 Pipe, steel, threading pipe labor, one end, including all schedules through 80, 2-1/2" pipe size
Ea.
83 22-11-13-44-9040 Pipe, steel, threading pipe labor, one end, including all schedules through 80, 3" pipe size
Ea.
84 22-11-13-45-5110 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, 90° elbow, straight, 1-1/4"
Ea.
85 22-11-13-45-5120 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, 90° elbow, straight, 1-1/2"
Ea.
86 22-11-13-45-5130 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, 90° elbow, straight, 2"
Ea.
87 22-11-13-45-5320 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, 45° elbow, straight, 1-1/4"
Ea.
88 22-11-13-45-5330 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, 45° elbow, straight, 1-1/2"
Ea.
89 22-11-13-45-5340 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, 45° elbow, straight, 2"
Ea.
90 22-11-13-45-5520 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, tee, straight, 1-
1/4"
Ea.
91 22-11-13-45-5530 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, tee, straight, 1-
1/2"
Ea.
92 22-11-13-45-5540 Pipe fittings, steel, threaded, malleable iron, 150 lb., black, tee, straight, 2" Ea.
93 22-11-19-18-0160 Mixing valve, automatic, water tempering, 2" size Ea.
94 22-11-19-18-0170 Mixing valve, automatic, water tempering, 2-1/2" size Ea.
95 22-11-19-32-0520 Pressure and temperature measurement plug, pressure and temperature test kit, contains 2 thermometers and 2 pressure gauges, kit
Ea.
FA301617R0061
Attachment 6
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
96 23-05-05-10-0390 HVAC demolition, boilers, gas or oil, 12,200 thru 25,000 MBH Ea.
97 23-05-05-10-0390-1200 Labor adjustment factors, add to labor for elevated installation, above floor level, 40' and higher (Modified using 22-01-02-20-1200)
Ea.
98 23-05-05-10-0400 HVAC demolition, central station air handler unit, up thru 15 ton Ea.
99 23-05-05-10-0440-1120 Labor adjustment factors, add to labor for elevated installation, above floor level, 20' to 24.5' high (Modified using 22-01-02-20-1120)
Ea.
100 23-05-05-10-1580 HVAC demolition, ductwork, metal, aluminum, fabricated Lb.
101 23-05-05-10-1580-1080 Labor adjustment factors, add to labor for elevated installation, above floor level, 10' to 14.5' high (Modified using 22-01-02-20-1080)
Lb.
102 23-05-05-10-1630 HVAC demolition, diffusers, registers or grills, up thru 20" maximum dimension
Ea.
103 23-05-05-10-1730-1080 Labor adjustment factors, add to labor for elevated installation, above floor level, 10' to 14.5' high (Modified using 22-01-02-20-1080)
Ea.
104 23-05-05-10-1730-1180 Labor adjustment factors, add to labor for elevated installation, above floor level, 35' to 39.5' high (Modified using 22-01-02-20-1180)
Ea.
105 23-05-05-10-1730-2140 Labor adjustment factors, add to labor for crawl space, 4' high (Modified using 22-01-02-20-2140)
Ea.
106 23-05-05-10-1730-4220 Labor adjustment factors, add to labor for working in existing occupied buildings, factory or warehouse (Modified using 22-01-02-20-4220)
Ea.
107 23-05-05-10-2150 R&R - HVAC demolition, fan coil air conditioner, chilled water, up thru 7.5 ton
Labor Adjustment: 150% of $61.50 = $92.25
Using Bare Cost Pricing
Bare Costs: (M: L:$61.50 E: O:14.00 LH:1.143)
Ea.
108 23-05-05-10-2150 HVAC demolition, fan coil air conditioner, chilled water, up thru 7.5 ton Ea.
FA301617R0061
Attachment 6
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
109 23-37-15-40-4300 HVAC louvers, aluminum, extruded, with screen, mill finish, penthouse, walls S.F.
110 23-37-15-40-4300-1200 Labor adjustment factors, add to labor for elevated installation, above floor level, 40' and higher (Modified using 22-01-02-20-1200)
S.F.
111 23-37-15-40-4300-2140 Labor adjustment factors, add to labor for crawl space, 4' high (Modified using 22-01-02-20-2140)
S.F.
112 23-81-19-20-1220 Self-contained single package, water cooled for free blow or duct, excluding water tower, constant volume, 50 ton cooling
Ea.
113 26-05-05-35-0410 Electrical demolition, L.V. distribution, circuit breakers in enclosure, enclosed, NEMA 7, 600 volt, 3 pole, 100 A
Ea.
114 26-05-05-50-5000 Electrical demolition, lighting, ballast, fluorescent fixture Ea.
115 26-05-05-50-5320 Electrical demolition, lighting, exit and emergency lighting, emergency battery pack lighting unit
Ea.
116 26-24-16-30-2250 Panelboards commercial applications, NQOD panel, with 20 amp, 1 pole, circuit breakers, 4 wire, 120/208 volt with main circuit breaker, 225 amp main, 42 circuits
Ea.
117 26-27-26-20-0500 Wiring devices elements, toggle switch, quiet type, 1 pole, 20 amp Ea.
118 26-27-26-20-0800 Wiring devices elements, toggle switch, 3 way, 20 amp Ea.
119 26-27-26-20-2470 Wiring devices elements, receptacle, duplex, 120 volt, grounded, 20 amp Ea.
120 26-27-26-20-3110 Wiring devices elements, wall plates, brown plastic, 1 gang Ea.
121 26-51-13-55-1000 Interior LED fixtures, including lamps, mounting hardware, and connections, troffer, recess mounted, 2' x 4', 3200 Lumens
Ea.
122 26-51-13-55-2020 Interior LED fixtures, including lamps, mounting hardware, and connections, strip, surface mounted, two light bar 4' long, 5000K
Ea.
FA301617R0061
Attachment 6
HOURS
AVERAGE
RATE TOTAL UNIT TOTAL UNIT TOTAL
General Construction Prime Contractor Bonding
- Prepared by: Mark Smith
General Construction Contingency
TYMX160127-Redacted Version
WORK LOCATION
CONTRACT FOR (Work to be performed)
Renovate 2nd Floor & Upgrade HVAC System H-70
LINE
TOTAL
EQUIPMENT COSTS OTHER COSTSLABOR COSTS
Proposed Project AmountThis cost proposal is valid for ______________________________days
The period of performance to perform this work is ___________ days.
CONSTRUCTION COST ESTIMATE BREAKDOWN
LINE
NO.
UNIT OF
MEASUREITEM DESCRIPTION
MATERIAL COSTS
PROJECT NUMBERPURCHASE REQUEST NUMBER
RSMeans City, State CCI
General Construction Subtotal
General Construction Prime Contractor Overhead
CONTRACTOR ADDRESS
General Construction Prime Contractor Profit
General Construction Labor Burden
123 27-05-05-20-0220 Electrical demolition, communications, communication cables and fittings, voice or data outlet
Ea.
124 28-05-05-10-1210 Safety and security demolition, fire alarm horn and strobe light Ea.
125 28-05-05-10-1230 Safety and security demolition, duct detector Ea.
126 28-05-05-10-1240 Safety and security demolition, smoke detector Ea.
127 28-05-05-10-1250 Safety and security demolition, fire alarm pull station Ea.
128 28-05-13-23-1600 Fire alarm communications conductors and cables, fire alarm FEP teflon 150 volt to 200°C, #22, 2 pair
C.L.F.
129 28-31-23-50-4800 Alarm panels and devices, excluding wires and conduit, fire, signal bell, trouble buzzer or manual station
Ea.
130 28-31-23-50-5610 Alarm panels and devices, excluding wires and conduit, fire, strobe and horn
(ADA type)
Ea.
131 28-31-43-50-5010 Fire & heat detectors, excluding wires and conduit, detector, heat addressable type
Ea.
132 28-31-46-50-5420 Smoke detectors, excluding wires and conduit, smoke detector, duct type, addressable type
Ea.
FA301617R0061
Attachment 6
File details come from the government source that posted it. Updated .