Exchequer IRSC - Section B.2.rev1.pdf
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- Attached to
- Exchequer IRSC Stewardship Federal contract opportunity
- Solicitation number
- 129JGP20R4008
About this file
This document contains a federal stewardship contract solicitation for the Exchequer IRSC project located on the Sierra National Forest in California. The solicitation requires mandatory and optional work items including sawlog removal, road maintenance and reconstruction, hazard tree felling and skidding, biomass thinning and removal. It estimates 57,615 tons of sawtimber, unspecified tons of cull logs and biomass for removal. Pricing is estimated between $30,000 to $150,000. The response date is in the uploaded solicitation package dated May 14, 2020. The award date is expected within 60 days of the response date. A prebid meeting is scheduled for May 28, 2020 on site. Interested parties should monitor beta.sam.gov for amendments and direct technical questions to the contact listed in the solicitation.
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Text version
Exchequer IRSC – Section B.2 – Revision 1
B.2 SCHEDULE OF ITEMS
B.2.1 MANDATORY WORK ACTIVITIES:
Contractor Name
ITEM
NO.
DESCRIPTION OF
MANDATORY WORK
ACTIVITIES
UNIT ESTIMATED
QUANTITY
UNIT
PRICE TOTAL
1 Removal of Sawlogs from Public Land
Acres 1445 XXXXXX XXXXXX
2 Road Maintenance Miles 29.90 $ $
3 Road Reconstruction (see schedule B.2.4) Miles 10.41 $ $
4 Felling Cull Hazard Trees Miles 33.40 $ $
5 Skidding and Decking Cull Hazard Trees
Miles 25.40 $ $
Total All Mandatory Service Items $
B.2.2 OPTIONAL WORK ACTIVITIES:
Contractor Name
ITEM
NO.
DESCRIPTION OF
OPTIONAL WORK
ACTIVITIES
UNIT ESTIMATED
QUANTITY
UNIT
PRICE TOTAL
6 Skidding and Decking Cull Hazard Trees Miles 8.00 $ $
7 Remove Cull Logs from Forest Ton 4,000 $ $
8 Biomass Thin and Stack at Landing Acres 1445 $ $
9 Remove Biomass from Forest Ton 5,000 $ $
Total All Optional Service Items $
B.2.3 TIMBER OR OTHER PRODUCTS REMOVAL PRICE SCHEDULE:
SPECIES PRODUCT QUANTITY UNIT OF
MEASURE
MINIMUM
ACCEPTABLE
OFFER
OFFER
(FLAT)
TOTAL
OFFER
CS Sawtimber 57,615 Ton $5.72 $ $
CS Cull Logs Unestimated Ton $0.10 $ $
CS Biomass Unestimated Ton $0.10 $ $
Total – All Products $
Associated Charges shall be collected in lieu of contractor performance of activities for which the costs are associated (i.e. Surface Rock Replacement Deposits).
Note: These schedules are for pricing/payment purposes. See Instructions to Offerors for business proposal requirements.
NOTE: Price Proposals MUST be provided on ALL Items in Schedules: Mandatory Work and Option Work Activities and Timber or other products Removal Price Schedule.
B.2.4 ROAD RECONSTRUCTION:
Road No. All Roads
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
15101 Mobilization LS 1 $________ $_________
Total Price $_________
Road No. 10S013, Big Fir Length: 3.55 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of Timber 1
STA 187.4 $________ $_________
204(71) Roadway Excavation, Placement Method 4 CY 8 $________ $_________
303(02) Recondition Roadbed, Compaction A STA 187.4 $________ $_________
Road No. 10S013G, Stock Drive Length: 0.91 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of
STA 40.4 $________ $_________
203(01) Remove Log (Tree in Road) LS 1 $________ $_________
204(71) Roadway Excavation, Repair Pothole CY 57 $________ $_________
251(11) Hand Placed Riprap, Class II CY 10 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 40.4 $________ $_________
Road No. 10S013H, Windmill Length: 0.08 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of
STA 4.65 $________ $_________
204(71) Roadway Excavation, Repair Pothole CY 8 $________ $_________
251(11) Hand Placed Riprap, Class II CY 18 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 4.65 $________ $_________
Road No. 10S032A, Skunk Length: 1.58 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of
STA 83.65 $________ $_________
203(01) Remove Log (Tree in Road) LS 1 $________ $_________
204(20) Drainage Excavation, Type Restore Drainage Function LS 1 $________ $_________
204(70) Roadway Excavation, Placement Method 4 LS 1 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 83.65 $________ $_________
430(12) Place Cold Mix Asphalt in Potholes Various Locations (Includes Tack Coat Material) TON 5 $________ $_________
607(03) Remove and Relay Cmp (Plugged) LS 1 $________ $_________
Road No. 10S034B, Dyke Length: 0.53 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of
STA 28 $________ $_________
204(19)D Drainage Excavation, Type Leadoff Ditch LF 75 $________ $_________
251(11) Hand Placed Riprap, Class II Placement Method 4 CY 6.5 $________ $_________
301(09) Crushed Aggregate, Type Surface Course, Grading 2 Compaction A TON 25 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 28 $________ $_________
303(20)C Drainage Excavation, Construct Dip EA 4 $________ $_________
Road No. 10S095, Whimper Length: 0.35 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of
STA 18 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 18 $________ $_________
Road No. 10S099 Seg 1, Bear Creek Road Length: 0.58 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
251(11) Hand Placed Riprap, Class II CY 10 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 30.85 $________ $_________
Road No. 10S407, Laurel Length: 0.18 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 6, Logs 8, Stumps 4, Utilization of
STA 9.5 $________ $_________
204(70) Roadway Excavation, Placement Method 4 LS 1 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 9.5 $________ $_________
Road No. 10S433, Grosbeak Length: 2.07 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
151(01) Mobilization LS 1 $________ $_________
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of
STA 122.65 $________ $_________
204(70) Roadway Excavation, Placement Method 4 STA 170 $________ $_________
251(11) Hand Placed Riprap, Class II CY 2 $________ $_________
Compaction A TON 3 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 122.65 $________ $_________
303(20)C Drainage Excavation, Construct Dip EA 15 $________ $_________
Road No. 10S434, Bear Border Length: 0.38 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of
STA 20 $________ $_________
204(19)B Drainage Excavation, Type 2' Deep Roadway Ditch LF 185 $________ $_________
251(11) Hand Placed Riprap, Class II CY 13 $________ $_________
Compaction A TON 50 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 20 $________ $_________
303(20)C Drainage Excavation, Construct Dip EA 5 $________ $_________
602(02)A 18-Inch Corrugated Metal Pipe, 0.064-Inch Thickness for Steel Or 0.060-Inch Thickness for Aluminum, Method B
LF 32 $________ $_________
Road No. 11S040T2.52, McKinley Grove T2 Length: 0.20 MI
ITEM
NO. DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
201(05) Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs 11, Logs 8, Stumps 4, Utilization of
STA 10.35 $________ $_________
203(04)B Remove Cmp From Forest Service Land EA 1 $________ $_________
204(19)D Drainage Excavation, Type Leadoff Ditch LF 40 $________ $_________
251(11) Hand Placed Riprap, Class II CY 6.5 $________ $_________
Compaction A TON 75 $________ $_________
303(02) Reconditioning of Roadbed, Compaction A STA 10.35 $________ $_________
303(20)C Drainage Excavation, Construct Dip EA 1 $________ $_________
303(20)G Drainage Excavation, Construct Driveable Waterbar EA 1 $________ $_________
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