C04_1-12445526Q0087-Att8-FillableSOI.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- MPF Grant Creek Culvert Replacement Federal contract opportunity
- Solicitation number
- 12445526Q0087
- Issued by
- Department of Agriculture Forest Service
About this file
This is a Schedule of Items (SOI) fillable pricing template for the MPF Grant Creek Culvert Replacement solicitation issued by the U.S. Forest Service. The document outlines two main work items for culvert replacement and streambed simulation at the Midewin National Tallgrass Prairie in Wilmington, Illinois.
Item 0001 involves Coldwater Road Culvert Removal and includes 22 components totaling approximately $0.00 (pricing to be provided by vendors), encompassing mobilization, construction survey and staking, clearing and grubbing, culvert removal, excavation, dewatering, riprap placement, installation of a 12-foot span by 5-foot rise precast concrete box culvert (20 linear feet), underdrain system, topsoil placement, seeding, mulching, erosion control products, and temporary traffic control. Item 0002 covers NW Boundary Road Culvert Removal and Streambed Simulation with 16 components, including removal of pipe culverts (170 linear feet), structure excavation (1,168 cubic yards), riprap placement (211 cubic yards), concrete barrier installation, topsoil and seeding, erosion control, and placement of streambed simulated rock and fish rest stop rock. The solicitation is set aside 100% for small businesses under NAICS 237310 (Highway, Street, and Bridge Construction). Vendors must provide unit pricing for all line items and sign the SOI as certification of commitment. The project magnitude is between $500,000 and $1,000,000. A mandatory site visit is scheduled for July 30, 2026, at 9:00 AM CDT at the specified location, with all interested offerors required to contact the Contracting Officer, Matthew Killian, to attend.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C05_1-12445526Q0087-Att6-SuppSpecs2_A0001.pdf | ||
| C05_1-12445526Q0087-Att8-FillableSOI_A0001.xlsx | XLSX spreadsheet | |
| C08_QAmemo-12445526Q0087.pdf | ||
| C05_0-SF30-12445526Q0087_A0001.pdf | ||
| C04_1-12445526Q0087-Att1-SOW.pdf | ||
| C04_1-12445526Q0087-Att4-Map.pdf | ||
| C04_1-12445526Q0087-Att5-SuppSpecs1.pdf | ||
| C04_1-12445526Q0087-Att2-PlansColdwater.pdf | ||
| C04_0-RFQ-12445526Q0087.pdf | ||
| C04_1-12445526Q0087-Att3-PlansNWBoundary.pdf | ||
| C04_1-12445526Q0087-Att6-SuppSpecs2.pdf | ||
| C04_1-12445526Q0087-Att7-DBAWD-IL20260011.pdf |
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Text version
Sheet1
SCHEDULE OF ITEMS
| MPF Grant Creek Culvert Replacement |
| Midewin National Tallgrass Prairie |
| VENDORS PLEASE NOTE: BEFORE PREPARING QUOTE, CAREFULLY READ THE CONTENTS OF THIS SOLICITATION. | |||||
| ITEM NO. | DESCRIPTION | QNTY | UNIT | UNIT PRICE | AMOUNT |
| 0001 | Coldwater Road Culvert Removal and AOP | 1 | LSQ | $0.00 | $0.00 | |||
| 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) | STRAW WATTLES | 50 | LF | $0.00 | ||||
| Component 4 | ||||||||
| (20102) | CLEARING AND GRUBBING, DISPOSAL METHOD A | 1 | LSQ | $0.00 | ||||
| Component 5 | ||||||||
| (20304) | REMOVAL OF CULVERT, DISPOSAL METHOD A | 20 | LF | $0.00 | ||||
| Component 6 | ||||||||
| (20401) | ROADWAY EXCAVATION, COMPACTION METHOD B | 39 | CY | $0.00 | ||||
| Component 7 | ||||||||
| (20801) | STRUCTURE EXCAVATION | 376 | CY | $0.00 | ||||
| Component 8 | ||||||||
| (20803) | STRUCTURAL BACKFILL | 280 | CY | $0.00 | ||||
| Component 9 | ||||||||
| (20805) | DEWATERING | 1 | LSQ | $0.00 | ||||
| Component 10 | ||||||||
| (25101) | RIPRAP, CLASS II, MACHINE PLACED | 18 | CY | $0.00 | ||||
| Component 11 | ||||||||
| (25116) | GEOTEXTILE, TYPE III, CLASS I | 211 | SY | $0.00 | ||||
| Component 12 | ||||||||
| (30111) | AGGREGATE SURFACE COURSE, GRADING G, COMPACTION METHOD B | 38 | CY | $0.00 | ||||
| Component 13 | ||||||||
| (60220) | PRECAST CONCRETE BOX CULVERT, 12-FOOT SPAN BY 5-FOOT RISE | 20 | LF | $0.00 | ||||
| Component 14 | ||||||||
| (60501) | UNDERDRAIN SYSTEM, 6-INCH | 60 | LF | $0.00 | ||||
| Component 15 | ||||||||
| (62403) | PLACING CONSERVED TOPSOIL, 3 INCH | 215 | SY | $0.00 | ||||
| Component 16 | ||||||||
| (62503) | SEEDING, DRY METHOD | 1 | LSQ | $0.00 | ||||
| Component 17 | ||||||||
| (62509) | MULCHING, HYDRAULIC OR DRY METHOD | 1 | LSQ | $0.00 | ||||
| Component 18 | ||||||||
| (62901) | ROLLED EROSION CONTROL PRODUCT, TYPE 2.D WITH NATURAL NETTING | 215 | SY | $0.00 | ||||
| Component 19 | ||||||||
| (63305) | POST, STEEL, 3 LB | 44 | LF | $0.00 | ||||
| Component 20 | ||||||||
| (63307) | OBJECT MARKERS, TYPE 3 | 4 | EA | $0.00 | ||||
| Component 21 | ||||||||
| (63501) | TEMPORARY TRAFFIC CONTROL | 1 | LSQ | $0.00 | ||||
| Component 22 | ||||||||
| (SPV) | FOUNDATION GRAVEL PAD, 1" MINUS | 59 | CY | $0.00 | ||||
| 0002 | NW Boundary Road Culvert Removal and Streambed Simulation | 1 | LSQ | $0.00 | $0.00 | |||
| Component 1 | ||||||||
| (15101) | MOBILIZATION | 1 | LSQ | $0.00 | ||||
| Component 2 | ||||||||
| (15201) | CONSTRUCTION SURVEY AND STAKING, METHOD I, TOLERANCE CLASS B | 1 | LSQ | $0.00 | ||||
| Component 3 | ||||||||
| (20102) | CLEARING AND GRUBBING, DISPOSAL METHOD F | 1 | LSQ | $0.00 | ||||
| Component 4 | ||||||||
| (20304) | REMOVAL OF PIPE CULVERTS | 170 | LF | $0.00 | ||||
| Component 5 | ||||||||
| (20801) | STRUCTURE EXCAVATION | 1168 | CY | $0.00 | ||||
| Component 6 | ||||||||
| (20805) | DEWATERING | 1 | LSQ | $0.00 | ||||
| Component 7 | ||||||||
| (25101) | RIPRAP, CLASS II, MACHINE PLACED | 211 | CY | $0.00 | ||||
| Component 8 | ||||||||
| (61801) | CONCRETE BARRIER | 32 | LF | $0.00 | ||||
| Component 9 | ||||||||
| (62403) | PLACING CONSERVED TOPSOIL, 3 INCH | 554 | SY | $0.00 | ||||
| Component 10 | ||||||||
| (62503) | SEEDING AND PLANTING | 1 | LSQ | $0.00 | ||||
| Component 11 | ||||||||
| (62509) | MULCHING, DRY METHOD | 1 | LSQ | $0.00 | ||||
| Component 12 | ||||||||
| (62901) | ROLLED EROSION CONTROL PRODUCT, TYPE 2.D | 554 | SY | $0.00 | ||||
| Component 13 | ||||||||
| (63301) | SIGNS, TYPE III SHEETING | 20 | SF | $0.00 | ||||
| Component 14 | ||||||||
| (63305) | POST, STEEL, 3 LB | 44 | LF | $0.00 | ||||
| Component 15 | ||||||||
| (64802) | PLACED FISH REST STOP ROCK, FRS CLASS CR - 3, METHOD 1 | 6 | EA | $0.00 | ||||
| Component 16 | ||||||||
| (64805) | PLACED STREAMBED SIMULATED ROCK, BED CLASS 6, METHOD 1 | 68 | CY | $0.00 | ||||
| GRAND TOTAL | $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 | |
| LF - LINEAR FOOT | |
| 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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