4. Schedule of Items.docx
DOCX document 20 KB Posted
- Solicitation number
- 127EAW21R0006
About this file
This document contains a schedule of items for a federal construction contract to install a bridge on the Mount Hough Ranger District of the Plumas National Forest. The contract involves mobilization; construction surveying and staking; soil erosion and pollution control; clearing and grubbing; removal of an existing culvert; roadway excavation and compaction; waste material disposal; structural excavation; structural backfill; roadway obliteration; placed riprap; geotextile; aggregate base course; aggregate surface course; asphalt concrete; structural concrete; precast, prestressed concrete structural members; reinforcing steel; steel bridge railing; elastomeric bearing devices; geocomposite sheet drain systems; bridge approach rail systems; terminal sections; connections to bridge rail structures; object markers; and temporary traffic control. The solicitation number for the project is 127EAW21R0006. The contract value is estimated between $500,000 and $1,000,000. The set-aside is for 100% total small business. Questions are due by April 7, 2021.
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SECTION B – SCHEDULE OF ITEMS
(FR 28N30 MP 1.09 BRIDGE INSTALLATION PROJECT)
MOUNT HOUGH RANGER DISTRICT
PLUMAS NATIONAL FOREST
B- 1 - SCHEDULE OF ITEMS (BASE CONSTRUCTION)
ITEM NO.
DESCRIPTION
PAY UNIT
EST.
QTY.
UNIT PRICE
TOTAL PRICE
15101
| Mobilization |
| Lump Sum |
| ALL |
| $________ |
| $____________ |
| Bonding |
| Lump Sum |
| ALL |
| $________ |
| $____________ |
15201 Construction Survey and Staking, Method I, Tolerance A
Lump Sum
ALL
15713
Soil Erosion and Pollution Control
Lump Sum
ALL
20101
Clearing and Grubbing
Lump Sum
ALL
20305
Removal of Existing Culvert, including concrete foundations; disposal at commercial landfill
Lump Sum
ALL
20401
Roadway Excavation, Compaction Placement Method 2, Tolerance Class A
Cubic Yard
20429
Waste Material Disposal
Lump Sum
ALL
20801
Structural Excavation
Cubic Yard 1,096
20803
Structural Backfill
Cubic Yard
21101
Roadway Obliteration, Method 2
Foot
25101
Placed Riprap, Class 5
Cubic Yard
25116
Geotextile, Type IV-C
| Square Yard |
| 455 |
30105
Aggregate Base Course, Grading D
Cubic Yard
30207 Aggregate Surface Course, Compaction Method 2
Cubic Yard
| 40304 |
| Asphalt Concrete, Caltrans Type A |
| Ton |
| 36 |
55201
Structural Concrete, Class A (AE)
Cubic Yard
55301 Precast, Prestressed Concrete Structural Members 1'-9" x 4'-0" x 46'-0" Voided Slabs
Each
| 55401 |
| Reinforcing Steel |
| Pound |
| 6,071 |
| $________ |
55601
Steel Bridge Railing (2 Layers Type II, Class A)
Foot
56401
Elastomeric Bearing Device
Each
60505
Geocomposite Sheet Drain System
Square Yard
61701
Bridge Approach Rail System G4, Type II, Class B
Foot
61702 Terminal Section, Type G4-CRT with Concrete Anchor
Each
61706
Connection to Bridge Rail Structure
Each
63307
Object Marker, Type 3
Each
63501
Temporary Traffic Control
Lump Sum
ALL
BASE ITEMS SUB TOTAL:
B- 2 - SCHEDULE OF ITEMS (OPTION ITEMS)
ITEM
NO.
DESCRIPTION
PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
| 30207 |
| Aggregate Surface Course, Compaction Method 2 |
| Cubic Yard |
| 65 |
| $________ |
| $____________ |
| 30301 |
| Road Reconditioning blading, ditch cleaning and culvert cleaning. |
| Mile |
| 1.78 |
| $________ |
| $____________ |
OPTION ITEMS TOTAL:
BASE ITEMS & OPTION ITEMS TOTAL:
* 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: |
| DUNS Number: |
| Tax ID: |
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