The file's text, extracted by GovTribe without its formatting.
Attachment - Quote
Solicitation Number: 1240BJ26Q0022
Project Name: Irving Peak White River Road Repairs
Company Name:
UEI Number:
Email:
Telephone Number:
Address:
Is this quote presenting any alternative terms and conditions, alternative line items, or alternative commercial items/services for satisfying the requirements of this solicitation: Yes ☐ No ☐. If yes, please list the details.
Acknowledgement of Solicitation Amendments:
(The quoter acknowledges receipt of amendments to the solicitation -- give number and date of each)
Amendment No.
Date
Factor: Price
| Pay Item No. |
| Description |
| Measurement |
| Est. Quantity |
| Cost |
ITEM 1 – BASE REQUIREMENT
| 15101A |
| Mobilization |
| LSQ |
| LS |
| ALL |
| 15701A |
| Soil erosion control |
| LSQ |
| LS |
| ALL |
| 20180A |
| Clearing and grubbing, Disposal Method Chip |
| CQ |
| MILE |
| 8.35 |
| 20301A |
| Removal culvert |
| AQ |
| EACH |
| 17 |
| 20480A |
| Drainage Excavation, Type I Class L Drain Dip |
| AQ |
| EACH |
| 19 |
| 20480C |
| Drainage Excavation, Type IV Class L Armored Drain Dip |
| AQ |
| EACH |
| 7 |
| 20704 |
| Geogrid, Biaxial |
| CQ |
| SY |
| 12233 |
| 30103 |
| Aggregate base grading 1-1/4" Minus CSBC |
| CQ |
| CY |
| 205 |
| 30301A |
| Ditch reconditioning |
| CQ |
| MILE |
| 10.8 |
| 30301B |
| Roadway reconditioning |
| CQ |
| MILE |
| 8.41 |
| 41801 |
| Asphalt concrete pavement patch, type 1 |
| CQ |
| SY |
| 1072 |
| 60201A |
| 24 inch pipe culvert |
| CQ |
| LF |
| 510 |
| 60201B |
| 36 inch pipe culvert |
| CQ |
| LF |
| 280 |
| 60201C |
| 48 inch pipe culvert |
| CQ |
| LF |
| 60 |
| 60202 |
| 71x47 inch equivalent diameter arch or elliptical pipe culvert |
| CQ |
| LF |
| 160 |
| 60501 |
| Standard underdrain system |
| CQ |
| LF |
| 350 |
| 62511A |
| Seeding, Dry Method |
| CQ |
| SY |
| 433 |
| 62801 |
| Temporary stream diversion |
| LSQ |
| LS |
| ALL |
| 63501A |
| Temporary traffic control |
| LSQ |
| LS |
| ALL |
Base Subtotal =
| Pay Item No. |
| Description |
| Measurement |
| Est. Quantity |
| Cost |
ITEM 2 – OPTIONAL ITEM
| 41802 |
| Asphalt concrete pavement patch, type 2 |
| CQ |
| TON |
| 1300 |
Item 2 Option Subtotal =
| Pay Item No. |
| Description |
| Measurement |
| Est. Quantity |
| Cost |
ITEM 3 – OPTIONAL ITEM
| 15101B |
| Mobilization |
| LSQ |
| LS |
| ALL |
| 15701B |
| Soil erosion control |
| LSQ |
| LS |
| ALL |
| 20301B |
| Removal culvert, Upper Ninemile |
| AQ |
| EACH |
| 1 |
| 20445 |
| Berms, earthen |
| AQ |
| EACH |
| 2 |
| 20480D |
| Drainage Excavation, Type I Class L Drain Dip |
| AQ |
| EACH |
| 6 |
| 20820 |
| Dewatering |
| LSQ |
| LS |
| ALL |
| 30201 |
| Roadway aggregate, method 1, 1-1/4" Minus surface course |
| CQ |
| CY |
| 98 |
| 60525 |
| Subdrainage blanket |
| CQ |
| SY |
| 733 |
| 62511B |
| Seeding, Dry Method |
| CQ |
| SY |
| 1111 |
| 62516 |
| Mulching, Dry Method |
| CQ |
| SY |
| 1111 |
| 64702 |
| Environmental design, streambed channel reconstruction |
| CQ |
| LF |
| 100 |
| 64703 |
| Environmental design, rock weir |
| AQ |
| EACH |
| 8 |
Item 3 Option Subtotal =
| Pay Item No. |
| Description |
| Measurement |
| Est. Quantity |
| Cost |
ITEM 4 – OPTIONAL ITEM
| 15101C |
| Mobilization |
| LSQ |
| LS |
| ALL |
| 15701C |
| Soil erosion control |
| LSQ |
| LS |
| ALL |
| 20180B |
| Clearing and grubbing, Disposal Method Chip |
| CQ |
| MILE |
| 4.12 |
| 20480E |
| Drainage Excavation, Type I Class L Drain Dip |
| AQ |
| EACH |
| 17 |
| 20480B |
| Drainage Excavation, Type III Class L Drain Dip |
| AQ |
| EACH |
| 7 |
| 20480F |
| Drainage Excavation, Type IV Class L Armored Drain Dip |
| AQ |
| EACH |
| 3 |
| 30301C |
| Roadway reconditioning |
| CQ |
| MILE |
| 4.12 |
| 63501B |
| Temporary traffic control |
| LSQ |
| LS |
| ALL |
Item 4 Option Subtotal =
Sum of Base Item + Option Items =
Solicitation Provisions that are not already completed or updated in SAM.gov: