2. Schedule.docx

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127EAW23R0024 - Chimney Beach Parking Lot
Solicitation number
127EAW23R0024
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This document contains a schedule of items and notes for a federal construction contract solicitation to build a parking lot at Chimney Beach Park. The solicitation number is 127EAW23R0024 issued by the U.S. Department of Agriculture Forest Service Lake Tahoe Basin Management Unit. The construction project cost is estimated to be between $1,000,000 to $5,000,000. The solicitation is a total small business set aside. The schedule lists items required for the base construction and three optional items including estimated quantities, units, unit prices and totals. Items required are for mobilization, surveying, clearing, removal of trees, excavation of earth and rock, embankment construction, drainage excavation, rock retaining walls, asphalt reclamation, concrete pipes, drainage inlets, utility pole adjustment and aggregate base. The last day for questions is May 30, 2023. The pre-proposal site visit is waived as the project locations are open to the public.

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127EAW23R0024 - Chimney Beach Parking Lot.pdf PDF
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Solicitation No: 127EAW23R0024 Project Name: Chimney Beach Parking Lot

PART I—THE SCHEDULE

SECTION B-- SCHEDULE OF ITEMS

B.1 SCHEDULE OF ITEMS - (BASE CONSTRUCTION)

ITEM NUMBER
DESCRIPTION
UNIT
QTY
UNIT PRICE
TOTAL
15101
Mobilization
Lump Sum
1
$
$
15201
Construction Survey and Staking, method II, tolerance B
Lump Sum
1
$
$
20102
Clearing and grubbing, disposal method (a)
Acre
2.17
$
$
20207
Removal of Individual Trees, disposal method (FS Permit)
Each
130
$
$
20401-A
Roadway excavation and embankment, compaction placement method 2, Tolarance E - Earth
Cubic Yard
1,250
$
$
20401-B
Roadway excavation and embankment, compaction placement method 2, Tolerance E - Rock
Cubic Yard
600
$
$
20415
Embankment construction, compaction placement method 2, Tolerance E, Select Borrow
Cubic Yard
4,850
$
$
20424
Drainage Excavation, Rock Lined Channel
Linear Foot
290
$
$
20425
Drainage Excavation, Sediment Basin
Each
1
$
$
25204
Rockery Retaining Wall, Dry Stack
Square Yard
253
$
$
30401
Full Depth Asphalt Reclamation, 4" depth, 3" minus
Square Yard
1450
$
$
60201
24" Class III Reinforced Concrete Pipe
Linear Foot
300
$
$
60207
24" Reinforced Concrete Flared End Section
Each
3
$
$
60402
Installed Drainage Inlet, Rectangular w/ Grate FP=14 section 725.09 €
Each
1
$
$
63606
Utility Pole Adjustment
Lump Sum
1
$
$
BASE CONSTRUCTION TOTAL:
$

B.2 SCHEDULE OF ITEMS - OPTION 1

ITEM NUMBER
DESCRIPTION
UNIT
QTY
UNIT PRICE
TOTAL
30103
Aggregate Base - CalTrans 3/4" Class 2 (or approved equal), Compaction D
Ton
1150
$
$
OPTION ITEM 1 TOTAL:
$

B.3 SCHEDULE OF ITEMS - OPTION 2

ITEM NUMBER
DESCRIPTION
UNIT
QTY
UNIT PRICE
TOTAL
60902
Concrete Curb and Gutter, 9.5 inch depth
Linear Foot
1340
$
$
OPTION ITEM 2 TOTAL:
$

B.4 SCHEDULE OF ITEMS - OPTION 3

ITEM NUMBER
DESCRIPTION
UNIT
QTY
UNIT PRICE
TOTAL
61501
Concrete Sidewalk, 4 inch depth
Square Yard
350
$
$
OPTION ITEM 3 TOTAL:
$
TOTAL PROPOSED AMOUNT (BASE + OPTION 1, 2, 3 COMBINED)
$

B.2 SCHEDULE NOTES

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

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:
POC & Title:
Email:
Phone Number:
UEI Number:
Tax ID:

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