C04 Attachment 2 - SOI Tony Grove.xlsx
XLSX spreadsheet 20 KB Posted
- Attached to
- GAOA Tony Grove Dam Spillway Capacity & Seismic Mitigation, Uinta/Wasatch/Cache National Forest
- Solicitation number
- 1240BH27Q0002
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items (SOI) pricing template for the Tony Grove Dam Spillway Capacity & Seismic Mitigation project under solicitation 1240BH27Q0002 issued by the Department of Agriculture Forest Service for the Logan Ranger District of the Uinta/Wasatch/Cache National Forest. The SOI provides a blank pricing template that contractors must complete by submitting unit prices for all line items, which are then auto-calculated to generate extended prices. The base item includes 25 line items covering site preparation, excavation, fill materials, concrete structures, piping, gates, slope protection, and quality control activities. Estimated quantities include 7,100 cubic yards of unclassified excavation, 9,450 cubic yards of earthfill, 1 acre of clearing and grubbing, 3,450 square yards of articulated concrete block slope protection, and various concrete structures and pipe installations. Two optional items are included: Option #1 for a precast concrete vault restroom and Option #2 for hot mix asphalt paving of 9,290 square feet.
Contractors must submit unit prices for all base and option items, with the understanding that unit prices will govern in case of calculation errors. The solicitation is a total small business set-aside with a small business size standard of $45 Million, issued under NAICS code 237990. Per the submission notes, contractors must verify all calculations and pricing data as the Government is not liable for errors, and submission of the SOI represents the contractor's commitment to the pricing provided. Payment for bond premiums may be included under Mobilization costs and shall not be in addition to the contract price. One award will be made from this solicitation, and the Government reserves the right to award for quantities less than stated in the SOI.
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Text version
SOI Tony Grove
GAOA TONY GROVE DAM SPILLWAY CAPACITY & SEISMIC MITIGATION
LOGAN RANGER DISTRICT
UINTA/WASATCH/CACHE NATIONAL FOREST
1240BH27Q0002
| SCHEDULE OF ITEMS | ||||||
| ITEM NUMBER | BID ITEM NUMBER | BASE ITEM 0001 | PAY UNIT | EST QTY | PRICE | TOTAL |
| 0001AA | 1 | Clearing, Grubbing, and Stripping | Acre | 1 | $ - 0 | $ - |
| 0001AB | 2 | Pollution Control | Lump Sum | 1 | $ - 0 | $ - |
| 0001AC | 3 | Construction Surveys | Lump Sum | 1 | $ - 0 | $ - |
| 0001AD | 4 | Mobilization & Demobilization | Lump Sum | 1 | $ - 0 | $ - |
| 0001AE | 5 | Removal of Water | Lump Sum | 1 | $ - 0 | $ - |
| 0001AF | 6 | Unclassified Excavation | Cu. Yd. | 7100 | $ - 0 | $ - |
| 0001AG | 7 | Earthfill | Cu. Yd. | 9450 | $ - 0 | $ - |
| 0001AH | 8 | Roadbase | Cu. Yd. | 630 | $ - 0 | $ - |
| 0001AI | 9 | Filtered Sand | Cu. Yd. | 925 | $ - 0 | $ - |
| 0001AJ | 10 | Gravel Drain | Cu. Yd. | 25 | $ - 0 | $ - |
| 0001AK | 11 | Reinforced Concrete, Intake Structure | Lump Sum | 1 | $ - 0 | $ - |
| 0001AL | 12 | Reinforced Concrete, Gate Hoist Structure | Lump Sum | 1 | $ - 0 | $ - |
| 0001AM | 13 | Reinforced Concrete, Outlet Structure | Lump Sum | 1 | $ - 0 | $ - |
| 0001AN | 14 | Reinforced Concrete, Pipe Encasement | Lump Sum | 1 | $ - 0 | $ - |
| 0001AO | 15 | Reinforced Concrete, Water Level Indicator | Lump Sum | 1 | $ - 0 | $ - |
| 0001AP | 16 | 30-inch HDPE Outlet Pipe | Lin. Ft. | 138 | $ - 0 | $ - |
| 0001AQ | 17 | 3-inch HDPE Vent Pipe | Lin. Ft. | 70 | $ - 0 | $ - |
| 0001AR | 18 | 6-inch HDPE Slotted Drain Pipe | Lin. Ft. | 176 | $ - 0 | $ - |
| 0001AS | 19 | Steel Pipe Elbow Fitting | Lump Sum | 1 | $ - 0 | $ - |
| 0001AT | 20 | Precast Manhole | Each | 2 | $ - 0 | $ - |
| 0001AU | 21 | Articulated Concrete Block Slope Protection | Sq. Yd. | 3450 | $ - 0 | $ - |
| 0001AV | 22 | 30-inch Slide Gate | Each | 1 | $ - 0 | $ - |
| 0001AW | 23 | Instrumentation | Lump Sum | 1 | $ - 0 | $ - |
| 0001AX | 24 | Quality Control | Lump Sum | 1 | $ - 0 | $ - |
| 0001AY | 25 | Field Office and Laboratory | Lump Sum | 1 | $ - 0 | $ - |
| TOTAL BASE ITEM 0001 | $ - |
| ITEM NUMBER | BID ITEM NUMBER | OPTION #1 ITEM 0002 | PAY UNIT | EST QTY | PRICE | TOTAL |
| 0002AA | A-1 | Precast Concrete Vault Restroom | Lump Sum | 1 | $ - 0 | $ - |
| TOTAL OPTION ITEM 0002 | $ - |
| ITEM NUMBER | BID ITEM NUMBER | OPTION #2 ITEM 0003 | PAY UNIT | EST QTY | PRICE | TOTAL |
| 0003AA | A-2 | Hot Mix Asphalt | Sq. Ft. | 9290 | $ - 0 | $ - |
| TOTAL OPTION ITEM 0003 | $ - |
TOTAL BASE + OPTION ITEMS $ -
| NOTE 1: Contractor input Unit Prices |
| NOTE 2: Auto Calculated Values |
| NOTE 3: One award will be made from this solicitation. Contractor's must submit pricing for all items. In the event of an error in extending the proposed prices, unit prices will govern, unless otherwise determined by the Contracting Officer, in accordance with applicable regulations. The Government reserves the right to make award for quantities less than stated in the SOI. Option items may be awarded in any order. SOI is set up to round to the nearest dollar. |
| NOTE 4: Submission of the SOI represents the Contractors commitment to the data herein. It is the responsibility of the Contractor to verify that all values presented in the SOI, including auto-calculated cells, accurately represent the Contractor's intended price elements. The Government shall not be held liable for any errors in calculation or pricing data. |
| NOTE 5: Payment for bond premiums in accordance with AGAR Clause 452.232-71, Progress Payments for Commercial Construction Contracts, shall not be in addition to the contract price, but may be included under Mobilization. |
CONTRACTOR NAME:
SAM UEI #:
DATE:
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