A1_Shawano Price Schedule.docx
DOCX document 19 KB Posted
- Solicitation number
- 1256A120R0003
About this file
This document contains a price schedule for road and bridge repair work on Shawano Creek along with the related federal contract opportunity notice. The price schedule outlines estimated quantities and unit pricing for various construction items needed to repair FR 2349 over Shawano Creek on the Chequamegon-Nicolet National Forest, including mobilization, erosion control, structure removal, borrow material, geogrid, geotextile, excavation, aggregate base, an aluminum box culvert, seeding, erosion control mats, and riprap. Offerors are asked to provide unit pricing for each item. The period of performance for the work is by September 15, 2020, with offerors allowed to propose an alternate completion date.
The related federal contract opportunity is a pre-solicitation notice for multiple award IDIQ contracts for road and general construction work on the Chequamegon-Nicolet National Forest over five years not exceeding $7 million total. Task orders will be competed amongst IDIQ holders for repair, construction, and maintenance of roads, bridges, trails, and other site work. This is a small business set-aside with a NAICS code of 237310 and size standard of $39.5 million. The solicitation will be posted on or around February 26, 2020 on the listed website.
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Text version
A1_Shawano Creek Price Schedule 2
PART I - SCHEDULE OF ITEMS
OFFEROR NAME: ____________________________________________________________ Offeror DUNS _______________________ FR2349 over Shawano Creek Lakewood-Laona Ranger District Chequamegon-Nicolet National Forest Forest County
ITEM
NO.
DESCRIPTION
PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
15101
Mobilization
Lump Sum
15713
Soil Erosion & Pollution Control
Lump Sum
20304
Removal of Structure, disposal method ‘A’-remove from project
Lump Sum
20407
Select Borrow, Compaction Method 2
Cubic Yard
20415
Unsuitable Excavation
Cubic Yard
26201
Geogrid, Category 3
Square Yard
20702
Class 2-C Non Woven Separation Geotextile
Square Yard
20801
Structure Excavation
Cubic Yard
20802
Foundation Fill, 1.5” Washed Aggregate Foundation
Cubic Yard
20805
Diversion and Dewatering
Lump Sum
20855
Select Granular Backfill
Cubic Yard
25101
Placed Riprap Class IV
Cubic Yard
30103
Aggregate Base, Grading D, Compaction Method B (with Additional Shoulder Material)
Cubic Yard
60350
9’-7” Span x 4’-1” Rise Aluminum Box Culvert with Full Invert, 3N Supplemental Plates, and Toe Walls. Load Rating = HL-93
Foot
40.5
62503
Seeding, Dry Method (Including Fertilizing)
Lump Sum
| 62901 |
| Erosion Control Mat Type ENS2 (or Equal) |
| Square Yard |
| 80 |
| $________ |
| $________ |
Total
NOTE: There is no requirement for a bid guarantee for this task order. A payment bond will be required within 10 days of task order award. Include bond premiums under 151.01 Mobilization.
Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.
Directions to the Site: Shawano Creek at FR 2349: WI-32S from Laona, East on HWY C, Right on FR 2349.
Period of Performance: Complete work by September 15, 2020.
Proposed Alternate Period of Performance: ______________________________ (if you can complete the project in the time specified above, leave this blank.
Limitations: __________________________________________________________________________________ Enter any limitations affecting your offer (ie: Can only accept award of one task order due to capacity issues)
File details come from the government source that posted it. Updated .