C04_1-12445526Q0070-Att7-FillableSOI.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- WMF Rob Brook Bridge Replacement
- Solicitation number
- 12445526Q0070
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a fillable Statement of Interest (SOI) spreadsheet that serves as the pricing template for the WMF Rob Brook Bridge Replacement project. Vendors must provide unit prices for 35 line items organized into a base contract and one optional component. The base contract encompasses all demolition, site preparation, structural work, and restoration activities required for the bridge replacement, including mobilization (Component 1), construction survey and staking (Component 2), erosion control measures (Components 3-5), clearing and grubbing (Component 6), removal of the existing 28-foot bridge structure (Component 7), excavation and embankment work (Components 8-11), riprap placement (Component 12), aggregate base (Component 13), micropile testing and installation (Components 14-15, 23), structural concrete and steel work (Components 16-20), treated timber (Component 21), bearing devices (Component 22), underdrain systems (Component 24), topsoil placement and seeding (Components 25-27), erosion control products (Component 28), and temporary traffic control signage and construction infrastructure (Components 29-35). The optional line item (Component 1001) covers asphalt concrete pavement at 60 tons. Quantities range from lump sum items to specific measurements in cubic yards, linear feet, square feet, square yards, pounds, and each. Vendors must complete all fields including business name, SAM UEI number, contact information, and authorized signature, with submission of a signed SOI constituting the offeror's binding commitment to the pricing provided. The solicitation notes that bond premiums must be included within mobilization costs and that all work shall comply with the FP-14 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects.
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Text version
Sheet1
SCHEDULE OF ITEMS
| WMF ROB BROOK BRIDGE REPLACEMENT |
| White Mountain National Forest |
| VENDORS PLEASE NOTE: BEFORE PREPARING QUOTE, CAREFULLY READ THE CONTENTS OF THIS SOLICITATION. | |||||
| ITEM NO. | DESCRIPTION | QNTY | UNIT | UNIT PRICE | AMOUNT |
| 0001 | WMF ROB BROOK BRIDGE 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 | 320 | LF | $0.00 | |||||
| Component 4 | |||||||||
| (15706) | Check Dams | 8 | EA | $0.00 | |||||
| Component 5 | |||||||||
| (15712) | Turbidity Curtain | 100 | LF | $0.00 | |||||
| Component 6 | |||||||||
| (20102) | Clearing and Grubbing, Disposal Method A | 0.11 | ACRE | $0.00 | |||||
| Component 7 | |||||||||
| (20304) | Removal of Old Structure, Disposal Method A | 1 | LSQ | $0.00 | |||||
| Component 8 | |||||||||
| (20401) | Roadway Excavation, Compaction Method B | 170 | CY | $0.00 | |||||
| Component 9 | |||||||||
| (20411) | Embankment, Placement Method 1 | 230 | CY | $0.00 | |||||
| Component 10 | |||||||||
| (20801) | Structure Excavation | 494 | CY | $0.00 | |||||
| Component 11 | |||||||||
| (20803) | Structural Backfill | 295 | CY | $0.00 | |||||
| Component 12 | |||||||||
| (25101) | Riprap, Class II, Machine Placed | 86 | CY | $0.00 | |||||
| Component 13 | |||||||||
| (30103) | Aggregate Base, Grading D, Compaction Method B | 211 | CY | $0.00 | |||||
| Component 14 | |||||||||
| (55103) | Micropile Load Test | 2 | EA | $0.00 | |||||
| Component 15 | |||||||||
| (55151) | Furnish Pile Drilling Equipment | 1 | LSQ | $0.00 | |||||
| Component 16 | |||||||||
| (55201) | Structural Concrete, Class A | 85 | CY | $0.00 | |||||
| Component 17 | |||||||||
| (55204) | Adhesive Anchoring of Vertical Bars | 16 | EA | $0.00 | |||||
| Component 18 | |||||||||
| (55404) | Epoxy Coated Reinforcing Steel | 9,224 | LBS | $0.00 | |||||
| Component 19 | |||||||||
| (55501) | Structural Steel Diaphragms, Furnished, Fabricated and | ||||||||
| Erected | 2,989 | LBS | $0.00 | ||||||
| Component 20 | |||||||||
| (55501.1) | Structural Steel Stringers, Erected | 28,500 | LBS | $0.00 | |||||
| Component 21 | |||||||||
| (55704) | Treated Structural Timber | 1 | LSQ | $0.00 | |||||
| Component 22 | |||||||||
| (56401) | Bearing Device | 8 | EA | $0.00 | |||||
| Component 23 | |||||||||
| (56701) | Micropile | 680 | LF | $0.00 | |||||
| Component 24 | |||||||||
| (60501) | Underdrain System, 6 Inch | 100 | LF | $0.00 | |||||
| Component 25 | |||||||||
| (62403) | Placing Conserved Topsoil, 3-Inch | 863 | SY | $0.00 | |||||
| Component 26 | |||||||||
| (62503) | Seeding, Hydraulic or Dry Method | 1 | LSQ | $0.00 | |||||
| Component 27 | |||||||||
| (62509) | Mulching, Hydraulic or Dry Method | 1 | LSQ | $0.00 | |||||
| Component 28 | |||||||||
| (62901) | Rolled Erosion Control Product, Type 2D | 863 | SY | $0.00 | |||||
| Component 29 | |||||||||
| (63301) | Sign, Type III Sheeting | 9 | SF | $0.00 | |||||
| Component 30 | |||||||||
| (63305) | Post, Wood, 4-Inch X 4-Inch | 130 | LF | $0.00 | |||||
| Component 31 | |||||||||
| (63306) | Object Markers, Type 3 | 4 | EA | $0.00 | |||||
| Component 32 | |||||||||
| (63310) | Removing Signs | 6 | EA | $0.00 | |||||
| Component 33 | |||||||||
| (63501) | Temporary Traffic Control | 1 | LSQ | $0.00 | |||||
| Component 34 | |||||||||
| (SPV.210) | Temporary Construction Pad | 1 | LSQ | $0.00 | |||||
| Component 35 | |||||||||
| (SPV.210) | Temporary Construction Pad | 1 | LSQ | $0.00 | |||||
| TOTAL WITHOUT OPTION(S) | $0.00 | ||||||||
| 1001 | ASPHALT CONCRETE PAVEMENT (40301) - OPTION 1 | 60 | TON | $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 | |
| LBS - POUNDS | |
| LSQ - LUMP SUM QUANTITY | |
| LF - LINEAR FOOT | |
| 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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