Section B - Schedule.pdf
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- Solicitation number
- AG-4419-S-10-0055
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Section B - Schedule of Items
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Other files
| File | Type | Posted |
|---|---|---|
| SF30 - Amendment 3.pdf | ||
| Section B - Revised Schedule of Items.pdf | ||
| Attachment 3 - Addendum to Supplemental Specs.doc | DOC document | |
| Section A - SF1442.pdf | ||
| C - Solicitation - Sections C thru M .doc | DOC document | |
| SJ - Attachment 3 -Specifications.pdf | ||
| SJ- Attachment 1 - Drawings.pdf |
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BID SCHEDULE
Connelly Creek Road Bridge Replacement Nantahala National Forest Nantahala Ranger District
ITEM DESCRIPTION UNIT
QTY
TYPE
EST.
QTY UNIT PRICE EXTENDED PRICE
15101-0000 Mobilization LS CQ 1 $ $ 15201-0000 Construction Survey and Staking LS CQ 1 $ $ 15701-0000 Soil Erosion Control LS CQ 1 $ $ 20101-0000 Clearing and Grubbing ACRE CQ 1.2 $ $ 20301-0000 Removal of Pipe Culvert EA AQ 2 $ $ 20303-0300 Removal of Concrete SY CQ 75 $ $ 20401-0000 Excavation and Embankment (Unclassified) CY CQ 3,600 $ $ 20701-0000 Earthwork Geotextile, Type lll-A SY CQ 530 $ $ 20701-1300 Earthwork Geotextile, Type IV-B SY CQ 70 $ $ 20801-0000 Structure Excavation and Backfill CY CQ 2,100 $ $ 25102-4000 Placed Riprap, FP-03 Class 4 (or NCDOT Class 2) TN AQ 75 $ $ 25106-2000 Keyed Riprap, FP-03 Class 2 (or NCDOT Class B) TN AQ 100 $ $ 25220-0000 Rockeries TN AQ 570 $ $ 30101-0000 Aggregate Base (NCDOT ABC) TN AQ 1.2 $ $
40101-0200 Superpave Pavement, 3/8-inch nominal maximum size aggregate, 0.3 to < 3 million ESAL (NCDOT Type
S-9.5B) TN AQ 205 $ $
40101-1400 Superpave Pavement, 1-inch nominal maximum size aggregate 0 3 to < 3 million ESAL (NCDOT Type B-40101-1400 aggregate, 0.3 to < 3 million ESAL (NCDOT Type B-
25.0B) TN AQ 410 $ $
55201-0100 Structural Concrete, Class A CY AQ 460 $ $ 55220-0000 Expansion Joints LF CQ 70 $ $ 55302-3510 Precast, Prestressed Concrete Cored Slab Beams, 3' x 2' LF CQ 489 $ $ 55401-1000 Reinforcing Steel LB AQ 41,600 $ $ 55601-0900 Bridge Railing, Steel LF AQ 170 $ $ 56204-0000 Special Form Liners (Fitzgerald Antietam Drystack
Vac-U-Form™) SF CQ 2,500 $ $ 56401-1000 Bearing Device, Elastomeric EA CQ 16 $ $
BID SCHEDULE
Connelly Creek Road Bridge Replacement Nantahala National Forest Nantahala Ranger District
57502-0000 Temporary Bridge Work LS CQ 1 $ $ 60201-0600 18-inch Pipe Culvert, aluminum-coated (Type 2) corrugated steel pipe, 0.079-inch min. wall thickness LF AQ 48 $ $ 60201-0800 24-inch Pipe Culvert, aluminum-coated (Type 2) corrugated steel pipe, 0.079-inch min. wall thickness LF AQ 139 $ $ 60202-0700 49" x 33" Pipe Culvert, aluminum-coated (Type 2) corrugated steel pipe, 0.079-inch min. wall thickness LF AQ 37 $ $ 61701-1950 Guardrail System G4, Type 4 (corrosion resistant steel), Class B, Steel Posts LF AQ 490 $ $ 61702-0800 Terminal Section Type Tangent EA CQ 4 $ $ 62511-2000 Seeding, Fertilizing Mulching, Hydraulic Method SY CQ 800 $ $ 62602-0175 Butula lenta, Black Birch EA AQ 17 $ $ 62602-0200 Betula nigra, River Birch EA AQ 22 $ $ 62612-0350 Liriodendren tulipfera, 2-inch to 2 Va-inch caliper
(Yellow Poplar) EA AQ 17 $ $ 62616-0550 Platanus occidentalis, Sycamore EA AQ 19 $ $ 62901-1200 Rolled Erosion Control Product, Type 5.A SY AQ 800 $ $ 63302-0000 Sign System (Permanent Traffic Control) SF CQ 20 $ $ 63501-0000 Temporary Traffic Control LS CQ 1 $ $
TOTAL
As stated in FP-03, Subsection 109.05, payment for all contract work is provided, either directly or indirectly,undeer the pay items shown in the Bid Schedule. Work for which direct payment is not provided is a subsidiary obligation of the Contractor.
Payment for such work is included under other pay items shown in the bid schedule.
Payment for items will be made by Actual Quantities or Contract Quantities as indicated in the Bid Schedule by AQ and CQ, respectively, and as defined in the specifications.
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