2. Schedule of Items.docx

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127EAW25R0020 - GAOA, Sierra Vista Scenic Byway Rehab
Solicitation number
127EAW25R0020
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This document is a Schedule of Items for a base construction project for the GAOA Sierra Vista Scenic Byway Rehabilitation. The solicitation (127EAW25R0020) is a Total Small Business Set Aside with a project magnitude between $5-10 million, issued by the Department of Agriculture Forest Service. The comprehensive schedule outlines 16 distinct construction and road improvement items, including mobilization, culvert disposal, track out rock placement, base rock installation, fog sealing, asphalt pavement maintenance, pipe installation, pavement markings, traffic control, and roadway vegetation cutting across multiple forest service roads (NFSR 4S81, 5S07, and 6S10X).

Key project specifications include handling 440 linear feet of culvert disposal, placing 7,459 tons of base rock, installing 11 metal end sections, implementing 74.89 miles of permanent pavement markings, and performing drainage structure maintenance across 14.2 miles. All quantities are estimated, and contractors must field verify requirements. The solicitation requires submission of pricing for all items, with all requests for information to be submitted to Contracting Officer Greg Cunningham by 1:00 PM PST on May 29th, 2025. No pre-proposal site visit will be conducted, and contractors are advised that project locations are publicly accessible for independent inspection.

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PART I—THE SCHEDULE

SECTION B-- SCHEDULE OF ITEMS

B.1 SCHEDULE OF ITEMS - (BASE CONSTRUCTION)

PROJECT: GAOA, Sierra Vista Scenic Byway Rehab

Item
Construction Items
Qty
UNIT
Unit Price
Total Price
151
Mobilization
1
LS
$___________
$___________
203
Disposal of culverts (440 linear feet of up to 36" diameter)
1
LS
$___________
$___________
251
Furnish and place track out rock 4in x 6in. (NFSR 6S10X)
3500
Tons
$___________
$___________
301
Furnish and place 3" layer of Caltrans 3/4" class 2 base rock, compaction method B.(NFSR 6S10X)
7459
Tons
$___________
$___________
301
Furnish and place 6"x12" berm behind dike and backfill shoulders to match edge of the road with Caltrans 3/4" class 2 base rock, compaction method C. (NFSR 4S81)
6250
Tons
$___________
$___________
406
Fog Seal (South from cold springs on NFSR 5S07)
11.6
Mile
$___________
$___________
414
Asphalt Pavement Crack Sealing

and Filling (South from cold springs - NFSR 5S07)

11.6
Mile
$___________
$___________
403
Aspahlt Dike Type A (6") (NFSR 4S81)
25
Mile
$___________
$___________
602
Import and Install 36” Corrugated

metal pipes (average depth 6 feet) (NFSR 6S10X)

440
LNFT
$___________
$___________
602
Import and Install 36” metal end section (NFSR

6S10X).

11
Each
$___________
$___________
606
Furnish and install 24” metal spill way (Big Mac), including inlet, starter and 20 feet of flume. (NFSR 4S81)
20
Each
$___________
$___________
634
Permanent Pavement Markings, 2 coats of double yellow type A with black on center (NFSR

4S81,5S07 & 6S10)

74.89
Mile
$___________
$___________
635
Temporary traffic control
1
LS
$___________
$___________
814
Pothole Repairs 1/2" HMA PG 64-10 (South from

cold springs - NFSR 5S07)

850
Tons
$___________
$___________
834
Drainage structures maintenance w/water. (NFSR 6S10X & 5S07 south from Cold Springs)
14.2
Mile
$___________
$___________
842
Cutting roadway vegetation- (1 Mile NFSR 6S10, 5.46 miles NFSR 6S10X & 11 miles NFSR 5S07)
18.06
Mile
$___________
$___________
BASE TOTAL:
$___________

B.2 SCHEDULE NOTES

* QUANITIES ARE ESTIMATED, CONTRACTOR SHALL FIELD VERIFY TO SATISFY ALL REQUIREMENTS OF THE DRAWINGS, STATEMENT OF WORK, AND SPECIFICATIONS.

* One award will be made from this solicitation, contractors must submit pricing for all items.

NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price.

Company Name:
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