Attachment 7 - Bid Form (EXCEL).xlsx
XLSX spreadsheet 66 KB Posted
- Attached to
- CSC-20013; Gutter and Roof Repair
- Solicitation number
- SP4702-20-R-0028
- Issued by
-
Defense Logistics Agency
About this file
This document contains a cost estimate template and related federal contract opportunity solicitation for roof and gutter repair services. The Defense Logistics Agency is seeking a contractor to perform repairs to the roofs and gutters of eleven buildings located at the Defense Supply Center in Columbus, Ohio. The estimated value of the contract is between $500,000 and $1,000,000. The solicitation is set aside for small businesses. The selected contractor must complete all work within 180 calendar days of receiving the notice to proceed. A mandatory site visit will be held on July 28, 2020, with questions due by August 5th and answers to be posted by August 7th. Responses are due on the standard Form 1442 and must include a bid form, bid bond, past performance information, and management plan along with resumes. The award will be fixed-price with one contractor to be selected.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BASE WIDE
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL |
BASE WIDE ROOF REPAIRS BUILDING 9 SUBTOTAL $0.00
BUILDING 10 SUBTOTAL $0.00
BUILDING 11 SUBTOTAL $0.00
BUILDING 17 SUBTOTAL $0.00
BUILDING 18 SUBTOTAL $0.00
BUILDING 19 SUBTOTAL $0.00
BUILDING 27 SUBTOTAL $0.00
BUILDING 30 SUBTOTAL $0.00
BUILDING 43 SUBTOTAL $0.00
BUILDING 306 SUBTOTAL $0.00
BUILDING 308 SUBTOTAL $0.00
SUBTOTAL $0.00
TOTAL $0.00
BLDG. 9
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 9 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, Aluminum, .032" thick, along ridge vent base (2" width) | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| Debris and Vegetation Removal | SF | ||||||||||
| Sealant | LF | ||||||||||
| STORM DAMAGED SIDING REPAIRS | |||||||||||
| Remove storm damaged siding at south end of Building 9. | SF | ||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels for storm damage siding repair at south end of Building 9. | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge | LF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 9 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 10
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 10 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Flashing Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| Debris and Vegetation Removal | SF | ||||||||||
| Sealant | LF | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 10 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 11
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 11 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, Aluminum, .032" thick, along ridge vent base (2" width) | SF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| Debris and Vegetation Removal | SF | ||||||||||
| Equipment Removal and Roof Surface Repair | EA | ||||||||||
| Sealant | LF | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 11 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 17
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 17 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, Aluminum, .032" thick, along ridge vent base (2" width) | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Flashing Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| Sealant | LF | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 17 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 18
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 18 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, Aluminum, .032" thick, along ridge vent base (2" width) | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Flashing Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| Debris and Vegetation Removal | SF | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 18 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 19
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 19 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, Aluminum, .032" thick, along ridge vent base (2" width) | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Flashing Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| Debris and Vegetation Removal | SF | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 19 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 27
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 27 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, Aluminum, .032" thick, along ridge vent base (2" width) | SF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 27 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 30
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 30 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, Aluminum, .032" thick, along ridge vent base (2" width) | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Flashing Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 30 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 43
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 43 | |||||||||||
| ROOF REPAIRS | |||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| Sealant | LF | ||||||||||
| Aluminum Roof Panels, Ridge cap, .032" thick | LF | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 43 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 306
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 306 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 306 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
BLDG. 308
CONSTRUCTION COST ESTIMATE
PROJECT NO. CSC-20013 DRAWING NO. 3-1682 DATE:
PROJECT TITLE: GUTTER AND ROOF REPAIRS, SITE WIDE
ARCHITECT/ENGINEER: ESTIMATOR:
PRELIMINARY DESIGN FINAL DESIGN DATE:
| ITEM | QUANTITY | MATERIAL | LABOR | EQUIP COST | TOTAL COST | ||||||
| NO. OF UNITS | UNIT OF MEASURE | PER UNIT | TOTAL | UNIT MANHOUR | TOTAL MANHOURS | RATE PER HOUR | TOTAL | UNIT RATE | TOTAL | ||
| GENERAL REQUIREMENTS | |||||||||||
| Mobilization/Demobilization | DAY | ||||||||||
| 40' Telescopic Boom Lift | WEEK | ||||||||||
| Sediment Control Bag | EA | ||||||||||
| Dumpster Rental/Hauling Off-Site | WK | ||||||||||
| Construction Management Fees/Supervision | Project | ||||||||||
| SubContractor Mark-up | Project | ||||||||||
| BUILDING 308 | |||||||||||
| ROOF REPAIRS | |||||||||||
| 22 gauge Zinc Aluminum Alloy Finish Steel Roofing Panels | SF | ||||||||||
| Sheet Metal Flashing, 26 gauge, along eaves and rakes, painted | LF | ||||||||||
| Thru-Panel Fastener Replacement | EA | ||||||||||
| Flashing Fastener Replacement | EA | ||||||||||
| Pipe Boot Replacement | EA | ||||||||||
| GUTTER AND DOWNSPOUT REPLACEMENT | |||||||||||
| Pipe, internal cleaning and inspection, television camera with video, up to 500 LF | Total | ||||||||||
| Remove Existing Gutters and Recycle | LF | ||||||||||
| Aluminum Gutters, Continuous | LF | ||||||||||
| Gutter End Caps, K Type, 6" | EA | ||||||||||
| Gutter Sealant | LF | ||||||||||
| Aluminum Downspouts, Corrugated, Rectangular | LF |
| BUILDING 308 SUBTOTAL | ||
| Over Head | ||
| Profit | ||
| Bonding | ||
| TOTAL | $0.00 |
File details come from the government source that posted it. Updated .