Amendment 1_ A1_Shawano Price Schedule_revision 1.docx
DOCX document 20 KB Posted
- Solicitation number
- 1256A120R0003
About this file
This document contains a price schedule amendment and details for a federal contract opportunity on the Chequamegon-Nicolet National Forest. The price schedule amendment provides estimated quantities and unit pricing for various road construction and repair items needed for a project over Shawano Creek. These include items such as mobilization, erosion control, structure removal, borrow material, geogrid, separation geotextile, excavation, aggregate base, culverts, seeding, and erosion control mats. Offerors are requested to provide unit pricing for each item. The federal contract opportunity posting is for multiple road and general construction IDIQ contracts across the Chequamegon-Nicolet National Forest over five years, with a maximum value of $7 million. Task orders will be competed amongst IDIQ holders and include road, bridge, structure, and site work such as construction, repair, reconstruction, decommissioning, demolition, and stream restoration. The NAICS code is 237310 and the small business size standard is $39.5 million. This opportunity is set aside for small businesses.
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Text version
A1_Shawano Creek Price Schedule 2 PART I - SCHEDULE OF ITEMS –Revision 1 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
10’-6” Span x 5’-7” 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 .