C05_1-12445526Q0087-Att8-FillableSOI_A0001.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- MPF Grant Creek Culvert Replacement
- Solicitation number
- 12445526Q0087
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items (SOI) pricing template for the MPF Grant Creek Culvert Replacement solicitation issued by the USDA Forest Service. The document is a fillable Excel spreadsheet requiring vendors to provide unit prices and total amounts for two main line items and associated components.
Item 0001, Coldwater Road Culvert Removal and AOP, consists of 22 components including mobilization, construction survey and staking, clearing and grubbing, culvert removal, excavation, dewatering, riprap placement, geotextile installation, aggregate surfacing, precast concrete box culvert (12-foot span by 5-foot rise), underdrain system, topsoil placement, seeding, mulching, erosion control products, steel posts, object markers, and temporary traffic control. Item 0002, NW Boundary Road Culvert Removal and Streambed Simulation, comprises 16 components including mobilization, survey and staking, clearing and grubbing, pipe culvert removal, structure excavation, dewatering, riprap placement, concrete barrier, topsoil placement, seeding and planting, mulching, erosion control products, signage, steel posts, fish rest stop rock, and streambed simulated rock placement. The solicitation includes Option Item 1001 for additional streambed simulation work (100 linear feet). The document specifies quantities in various units (lump sum, linear feet, cubic yards, square yards, each, and square feet) and emphasizes that the offeror must provide pricing for all items including options, with award going to a single vendor. The standard specifications for construction are based on FP-14 Edition, and vendors must verify all auto-calculated values in the certified SOI, with bond premiums to be included in mobilization costs.
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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 | ||||
| TOTAL BASE WITHOUT OPTION(S) | $0.00 | |||||||
| 1001 | NW Boundary Road Culvert Removal and Streambed Simulation - OPTION 1 | 100 | LF | $0.00 | ||||
| TOTAL BASE + OPTION 1 | $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. |
File details come from the government source that posted it. Updated .