C04_1-12445526Q0073-Att6-FillableSOI.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- SUF FR912 Little Isabella River Culvert Replacement Federal contract opportunity
- Solicitation number
- 12445526Q0073
- Issued by
- Department of Agriculture Forest Service
About this file
This is a Schedule of Items (pricing template) for the SUF FR912 Little Isabella River Culvert Replacement project on the Tofte Ranger District of the Superior National Forest. The document is a fillable form requiring vendors to provide unit prices and total amounts for 23 line-item components plus one optional item related to culvert replacement and associated construction work.
The base scope includes mobilization, construction survey and staking, erosion control measures (silt sock and turbidity curtain), clearing and grubbing, removal of existing 96 linear feet of pipe culverts, roadway and structure excavation totaling 545 cubic yards, structural backfill and dewatering, riprap placement, geotextile installation, aggregate base and foundation gravel, installation of precast concrete box culverts measuring 12-foot span by 5-foot rise for 48 linear feet, underdrain systems, topsoil placement, seeding, rolled erosion control products, wooden posts, object markers, and temporary traffic control. The optional item (Option 1) consists of six flexible baffles. Quotations must include pricing for all components and the option. The award will be made to a single vendor, and the document emphasizes that vendors must verify all pricing data including auto-calculated values, as the government assumes no liability for calculation errors. Bond premiums must be included within mobilization costs per FAR requirements. Specifications reference the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-14 Edition, with incidental items considered part of the base contract scope.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C05_1-12445526Q0073_A0003-Att6-FillableSOI_Rev1.xlsx | XLSX spreadsheet | |
| C05_0-SF30-12445526Q0073_A0003.pdf | ||
| C08_QAmemo2-12445526Q0073.pdf | ||
| C05_0-SF30-12445526Q0073_A0002.pdf | ||
| C08_QAmemo-12445526Q0073.pdf | ||
| C05_0-SF30-12445526Q0073_A0001.pdf | ||
| C05_1-12445526Q0073_A0001-Att1-SOW_Rev1.pdf | ||
| C04_1-12445526Q0073-Att2-Plans.pdf | ||
| C04_1-12445526Q0073-Att3-Map.jpg | JPG image | |
| C04_1-12445526Q0073-Att4-Specs.pdf | ||
| C04_1-12445526Q0073-Att5-DBAWD-MN20260231.pdf | ||
| C04_0-RFQ-12445526Q0073.pdf | ||
| C04_1-12445526Q0073-Att1-SOW.docx | DOCX document |
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Text version
Sheet1
SCHEDULE OF ITEMS
| SUF FR912 LITTLE ISABELLA RIVER CULVERT REPLACEMENT |
| Superior National Forest |
| VENDORS PLEASE NOTE: BEFORE PREPARING QUOTE, CAREFULLY READ THE CONTENTS OF THIS SOLICITATION. | |||||
| ITEM NO. | DESCRIPTION | QNTY | UNIT | UNIT PRICE | AMOUNT |
| 0001 | SUF FR912 LITTLE ISABELLA RIVER CULVERT REPLACEMENT - BASE | 1 | LSQ | SEE LINE ITEM TOTAL | SEE LINE ITEM TOTAL | |||
| Component 1 | ||||||||
| (15101) | Mobilization | 1 | LSQ | $0.00 | ||||
| Component 2 | ||||||||
| (15201) | Construction Survey and Staking, Method 1, Tolerance Class C | 1 | LSQ | $0.00 | ||||
| Component 3 | ||||||||
| (15702) | Silt Sock, 8" Minimum | 360 | LF | $0.00 | ||||
| Component 4 | ||||||||
| (15712) | Turbidity Curtain | 35 | SY | $0.00 | ||||
| Component 5 | ||||||||
| (20101) | Clearing and Grubbing, Disposal Method A | 1 | LSQ | $0.00 | ||||
| Component 6 | ||||||||
| (20304) | Removal of Pipe Culverts, Disposal Method A | 96.00 | LF | $0.00 | ||||
| Component 7 | ||||||||
| (20401) | Roadway Excavation, Compaction Method B | 85 | CY | $0.00 | ||||
| Component 8 | ||||||||
| (20411) | Embankment, Placement Method 1 | 31 | CY | $0.00 | ||||
| Component 9 | ||||||||
| (20901) | Structure Excavation | 460 | CY | $0.00 | ||||
| Component 10 | ||||||||
| (20803) | Structural Backfill | 253 | CY | $0.00 | ||||
| Component 11 | ||||||||
| (20805) | Dewatering | 1 | LSQ | $0.00 | ||||
| Component 12 | ||||||||
| (25101) | Riprap, Class V, Machine Placed | 45 | CY | $0.00 | ||||
| Component 13 | ||||||||
| (25101) | Geotextile, Type III, Class I | 483 | SY | $0.00 | ||||
| Component 14 | ||||||||
| (30101) | Aggregate Base, Grading G, Compaction Method B | 127 | CY | $0.00 | ||||
| Component 15 | ||||||||
| (31501) | Foundation Gravel Pad, 1” Minus | 146 | CY | $0.00 | ||||
| Component 16 | ||||||||
| (60220) | Precast Concrete Box Culvert, 12-Foot Span By 5-Foot Rise | 48 | LF | $0.00 | ||||
| Component 17 | ||||||||
| (60501) | Underdrain System, 6-Inch | 100 | LF | $0.00 | ||||
| Component 18 | ||||||||
| (62403) | Placing Conserved Topsoil, 3-inch | 400 | SY | $0.00 | ||||
| Component 19 | ||||||||
| (62503) | Seeding, Hydraulic or Dry Method | 1 | LSQ | $0.00 | ||||
| Component 20 | ||||||||
| (62901) | Rolled Erosion Control Product, Type 2.D With Natural Netting | 400 | SY | $0.00 | ||||
| Component 21 | ||||||||
| (63304) | Post, Wood, 4-Inch x 4-Inch | 40 | LF | $0.00 | ||||
| Component 22 | ||||||||
| (63306) | Object Markers, Type 3 | 4 | EA | $0.00 | ||||
| Component 23 | ||||||||
| (63501) | Temporary Traffic Control | 1 | LSQ | $0.00 | ||||
| TOTAL WITHOUT OPTION(S) | $0.00 | |||||||
| 1001 | FLEXIBLE BAFFLE (64701) - OPTION 1 | 6 | EA | $0.00 | ||||
| OPTION 1 TOTAL | $0.00 | |||||||
| TOTAL INCLUDING OPTIONS | $0.00 |
VENDOR NAME: BUSINESS EMAIL:
SAM UEI #: BUSINESS PHONE:
AUTHORIZED TO SIGN:
(NAME & TITLE)
SIGNATURE: DATE:
| SOI NOTES: | |
| 1 | VENDOR INPUT REQUIRED |
| 2 | AUTO-CALCULATED VALUES |
| 3 | CY - CUBIC YARD |
| EA - EACH | |
| LSQ - LUMP SUM QUANTITY | |
| SF - SQUARE FOOT | |
| SY - SQUARE YARD |
| 4 | ANY AWARD WILL BE TO ONE VENDOR. QUOTER/OFFEROR SHALL PROVIDE PRICING FOR ALL ITEMS, INCLUDING OPTIONS. |
| 5 | SUBMISSION OF A SIGNED SOI REPRESENTS THE OFFEROR/QUOTER'S COMMITMENT TO THE DATA HEREIN. IT IS THE RESPONSIBILITY OF THE OFFEROR/QUOTER TO VERIFY THAT ALL VALUES PRESENTED IN THE SIGNATURE-CERTIFIED SOI, INCLUDING VALUES IN AUTO-CALCULATED CELLS, ACCURATELY REPRESENT THE OFFEROR/QUOTER'S INTENDED PRICE ELEMENTS. THE GOVERNMENT SHALL NOT BE HELD LIABLE FOR ANY ERRORS IN CALCULATION OR PRICING DATA. |
| 6 | PAYMENT FOR BOND PREMIUMS IN ACCORDANCE WITH FAR 52.232-5, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS, SHALL NOT BE IN ADDITION TO THE CONTRACT PRICE. INCLUDE BOND PAYMENTS UNDER 151.01 MOBILIZATION |
| 7 | THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECT FP-14 EDITION HAS BEEN USED FOR THIS CONTRACT. COPIES OF THIS BOOK ARE AVAILABLE AT THE USFS ENGINEERING OFFICE. |
| 8 | ALL CLEARING, GRUBBING, BEDDING, BORROW, BACKFILL, DETOURS, DIVERSIONS, SIGNING, AND OTHER MISCELLANEOUS ITEMS NOT LISTED ABOVE WITH UNIQUE BID ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. SEE 109.05. |
| 9 | QUANTITIES FOR AGGREGATE ARE COMPACTED IN PLACE VOLUMES. |
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