Amendment A005.pdf
PDF 4 MB Posted
- Solicitation number
- 69056721B000016
About this file
This document is an amendment to a solicitation for a federal construction contract. The amendment revises the bid schedule, solicitation provisions, contract clauses, and plans related to the Historic Columbia River Highway State Trail project in Oregon. Revisions include updating buy American and trade agreement requirements, revising precast element specifications, and modifying bid items and quantities. The solicitation number is 69056721B000016 and is issued by the Department of Transportation Federal Highway Administration for a project that includes constructing rockery, retaining walls, reinforced soil slopes, and simulated stone masonry along the state trail. Bidders must submit revised pages as indicated and provide documentation for any proposed equal products not conforming to brand name specifications by the response deadline.
View the file
Other files
Show 40 more
Latest 50 of 56 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
N/A
PAGE
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)
A005 10-08-2021 N/A See Box 14
6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A
Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.
X
69056721B000016
9B. DATED (SEE ITEM 11)
09/02/2021
10A. MODIFICATION OF CONTRACT/ORDER NO.
N/A
10B. DATED (SEE ITEM 13)
CODE: N/A FACILITY CODE: N/A
N/A
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
(__ ) is extended, ( X ) is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
N/A
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN
ITEM 10A.
N/A
B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D OTHER (Specify type of modification and authority)
N/A
E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
OR DOT CRGNSA 100(6), Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing See page 2
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
N/A
15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070
PREVIOUS EDITION NOT USABLE
30-105 STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
Amendment No. A005, dated 10-08-2021 OR DOT CRGNSA 100(6) Solicitation No. 69056721B000016 Historic Columbia River Highway State Trail, Page 2 Viento to Mitchell Point Crossing
REVISIONS ARE AS FOLLOWS:
BID SCHEDULE
Pages A-7 through A-41. Revises the Bid Schedule to revise the 63503-0400 Bid Items under the Schedule Option X.
SOLICITATION PROVISIONS
Pages B-9 through B-11. FAR Provision 52.225-12, Notice of Buy American Requirement - Construction Materials under Trade Agreements (May 2014); and FAR Provision 52.225-12, Notice of Buy American Requirement - Construction Materials under Trade Agreements (May 2014) Alternate II (May 2014). Add original requirements back into the solicitation.
CONTRACT CLAUSES
Pages C-67 through C-71. FAR Clause 52.225-11, Buy American – Construction Materials under Trade Agreements (Jan 2021). Adds original requirements back into the solicitation; Revises Paragraph (b)(3); and Revises Table under Paragraph (d).
SPECIAL CONTRACT REQUIREMENTS
Page F-70, Subsection 552.11(b)(6), Precast elements. Revises paragraph (a).
Notice to Bidders: Please submit revised pages B-9 through B-11.
Notice to Bidders: Please submit revised pages A-7 through A-41 with your bid.
Amendment No. A005, dated 10-08-2021 OR DOT CRGNSA 100(6) Solicitation No. 69056721B000016 Historic Columbia River Highway State Trail, Page 3 Viento to Mitchell Point Crossing
PLANS
Plan Sheets B.1 through B.21 Revises the Summary of Quantity Sheets to revise the 63503-0400 Bid Items under the Schedule Option X.
Plan Sheet C.5 Adds footnote 5.
Sheet D.1b Adds footnote 1.
Plan Sheet HP.1 Removes Temp. from Temp. shoring callout in Plan; and removes Temporary from Temporary shoring callout in Elevation.
Plan Sheet HM.1 Removes Temporary from Temporary shoring callouts.
Plan Sheet HM.8A Removes Temp. from Temp. shoring callouts.
Plan Sheet I.1 Revises 63503-0400 Items in Temporary Traffic Control Tabulation of Quantities Table.
Plan Sheets I.1 through I.7 Add Secured to Temp. Barrier callouts.
Plan Sheet N.A-1 Removes Project Description 4, 5, & E.
Plan Sheet N.A-3 Removes General Note D & Key Note 15.
Plan Sheet N.A-4 Removes General Note D.
Plan Sheet N.A-5 Removes General Note E.
Plan Sheets N.A-7 through N.A-8 Removes General Notes C, D, & E.
ENCLOSURES
Pages:
A-7 through A-41 / B-9 through B-11 / C-67 through C-71 / F-70
Plan Sheets:
B.1 through B.21 / C.5 / D.1b / HP.1 / HM.1 / HM.8A / I.1 / I.5 through I.7 N.A-1 / N.A-3 through N.A-5 / N.A-7 through N.A-8
A-7
BID SCHEDULE
Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.
Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid.
Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.
When the word “LPSM” (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.
When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.
Total all of the amounts bid for each pay item and show the total bid amount.
BRAND NAME OR EQUAL NOTIFICATION
Proposed equal products for the brand name products listed under Sections 08 71 00 (Door Hardware) and 10 28 00 (Toilet, Bath, and Laundry Accessories) of the Building Specifications (Section K) are not allowed.
If providing other than the specified brand name products for the respective work under Sections 255, 260, 261, 552, 563, 602, 611, 612, 613, 617, 618, 619, 633, 635, 636, 646, 651, 653, and 654; complete the following by identifying all proposed equal products and manufacturer’s being used in lieu of the listed brand name product(s), and submit this information with the bid documents (See FAR Provision 52.211-6, Brand Name or Equal).
Use the spaces provided on Page A-7a to identifying all proposed equal products and manufacturer’s being used in lieu of listed brand name products and manufacturers; and submit this information with the bid documents. Make additional copies of Page A-7a if additional spaces are needed, and number the pages appropriately in the spaces provided on the bottom right of the page above the footer.
Include with your bid, all documents needed by the Government to determine if the proposed product(s) meet the applicable requirements listed under Sections 255, 260, 261, 552, 563, 602, 611, 612, 613, 617, 618, 619, 633, 646, 651, 653, 654, 708, 711, 716, 719, 721, and 725 of the Special Contract Requirements; and Section K – Building Specifications. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, the bid will be considered nonresponsive.
Bid Schedule Revised by Amendment A005 Project No.: OR DOT CRGNSA 100(6) Project Name: Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing
A-7a
Bid Schedule Project No.: OR DOT CRGNSA 100(6) Project Name: Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing
Proposed Equal: _____________________ Proposed Equal: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
In Lieu Of: _____________________ In Lieu Of: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
Proposed Equal: _____________________ Proposed Equal: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
In Lieu Of: _____________________ In Lieu Of: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
Proposed Equal: _____________________ Proposed Equal: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
In Lieu Of: _____________________ In Lieu Of: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
Proposed Equal: _____________________ Proposed Equal: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
In Lieu Of: _____________________ In Lieu Of: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
Proposed Equal: _____________________ Proposed Equal: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
In Lieu Of: _____________________ In Lieu Of: _____________________
Manufacturer: _____________________ Manufacturer: _____________________
Page _____ of _____
Revised by Amendment A005
A - 8
Contract Quantity Pay Items
25210-0000 ROCKERY
25501-0000 MECHANICALLY STABILIZED EARTH WALL (CIP CONCRETE FASCIA)
26101-1000 REINFORCED SOIL SLOPE, WELDED WIRE FACE
61301-0000 SIMULATED STONE MASONRY SURFACE TREATMENT
61302-0000 SIMULATED STONE MASONRY TEST WALL
61303-0000 SIMULATED STONE MASONRY SURFACE STAINING
Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount
A0020 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING
ALL LPSM $___LPSM_____ $____________
A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE
ALL LPSM $___LPSM_____ $____________
A0080 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
A0100 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
A0120 15703-2500 SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD
2.74 ACRE $____________ $____________
A0140 15703-3000 SOIL EROSION CONTROL, WOOD STRAND
0.58 ACRE $____________ $____________
A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE
500 LNFT $____________ $____________
A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (SEDIMENT WATTLE)
3,950 LNFT $____________ $____________
A0200 15705-1500 SOIL EROSION CONTROL, COMPOST SOCK
1,075 LNFT $____________ $____________
A0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM (TEMPORARY, FILTER ROCK W/
ROLLED PRODUCT)
8 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
Project Name:Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing
A - 9
A0240 15706-0200 SOIL EROSION CONTROL, CHECK DAM (TEMPORARY)
8 EACH $____________ $____________
A0260 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A
10 EACH $____________ $____________
A0280 15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C
9 EACH $____________ $____________
A0300 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT
1 EACH $____________ $____________
A0320 20101-0000 CLEARING AND GRUBBING
6.0 ACRE $____________ $____________
A0340 20220-1000 REMOVAL, INDIVIDUAL TREE
31 EACH $____________ $____________
A0360 20301-1100 REMOVAL OF GATE
2 EACH $____________ $____________
A0380 20301-2100 REMOVAL OF RESTROOM FACILITY
1 EACH $____________ $____________
A0400 20301-2400 REMOVAL OF SIGN
24 EACH $____________ $____________
A0420 20302-0700 REMOVAL OF FENCE
1,300 LNFT $____________ $____________
A0440 20302-1200 REMOVAL OF GUARDRAIL
800 LNFT $____________ $____________
A0460 20303-1600 REMOVAL OF PAVEMENT, ASPHALT
130 SQYD $____________ $____________
A0480 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (CONTAMINATED SOIL)
ALL LPSM $___LPSM_____ $____________
A0500 20315-0000 SAWCUTTING PAVEMENT
2,220 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 10
A0520 20401-0000 ROADWAY EXCAVATION
7,300 CUYD $____________ $____________
A0540 20403-0000 UNCLASSIFIED BORROW
9,300 CUYD $____________ $____________
A0560 20466-0000 CONSERVE AND STOCKPILE TOPSOIL
2,056 CUYD $____________ $____________
A0580 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B
900 SQYD $____________ $____________
A0600 20707-0000 GEOCELL (VEGETATED)
63 SQYD $____________ $____________
A0620 21101-1000 ROADWAY OBLITERATION, METHOD 1
140 SQYD $____________ $____________
A0640 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1
172 CUYD $____________ $____________
A0660 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2
47 CUYD $____________ $____________
A0680 25125-0000 BOULDER
21 EACH $____________ $____________
A0700 25201-0000 SPECIAL ROCK EMBANKMENT
70 CUYD $____________ $____________
A0720 25210-0000 ROCKERY
3,374 SQFT $____________ $____________
A0740 25501-0000 MECHANICALLY STABILIZED EARTH WALL (CIP CONCRETE FASCIA)
7,366 SQFT $____________ $____________
A0760 26101-1000 REINFORCED SOIL SLOPE, WELDED WIRE FACE
3,592 SQFT $____________ $____________
A0780 30101-2000 AGGREGATE BASE GRADING D
5,300 TON $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 11
A0820 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL
MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (I-84)
100 TON $____________ $____________
A0860 40101-0700 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL
MAXIMUM SIZE AGGREGATE, 3 TO <30 MILLION ESAL (I-84)
200 TON $____________ $____________
A0900 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1
2,100 TON $____________ $____________
A0920 41201-0000 TACK COAT
4 TON $____________ $____________
A0940 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2
80 SQYD $____________ $____________
A0960 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (PRECAST PILASTERS)
3 CUYD $____________ $____________
A0980 56302-1000 PAINTING, CONCRETE STRUCTURE (EXTG CULVERTS)
150 SQFT $____________ $____________
A1000 56302-2000 PAINTING, STEEL STRUCTURE (BIN WALL)
9,400 SQFT $____________ $____________
A1020 56302-2000 PAINTING, STEEL STRUCTURE (EXTG CULVERTS)
150 SQFT $____________ $____________
A1040 56302-2000 PAINTING, STEEL STRUCTURE (GABION BASKET)
5,000 SQFT $____________ $____________
A1060 60201-0500 15-INCH PIPE CULVERT
639 LNFT $____________ $____________
A1080 60201-0600 18-INCH PIPE CULVERT
639 LNFT $____________ $____________
A1100 60201-0800 24-INCH PIPE CULVERT
301 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 12
A1120 60210-0500 END SECTION FOR 15-INCH PIPE CULVERT
1 EACH $____________ $____________
A1140 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT
9 EACH $____________ $____________
A1160 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT
5 EACH $____________ $____________
A1180 60401-0000 MANHOLE (DROP)
1 EACH $____________ $____________
A1200 60401-0000 MANHOLE
3 EACH $____________ $____________
A1220 60403-0000 INLET (ODOT TYPE G-2)
6 EACH $____________ $____________
A1240 60403-0000 INLET (DITCH)
6 EACH $____________ $____________
A1260 60501-0000 STANDARD UNDERDRAIN SYSTEM
135 LNFT $____________ $____________
A1280 60901-5600 CURB, STONE, TYPE 2, 14-INCH DEPTH
520 LNFT $____________ $____________
A1300 60901-5600 CURB, STONE, TYPE 2, 14-INCH DEPTH (MOUNTABLE)
33 LNFT $____________ $____________
A1320 60915-1000 WHEELSTOP, CONCRETE
7 EACH $____________ $____________
A1340 61101-0000 WATER SYSTEM (JUG FILLER)
ALL LPSM $___LPSM_____ $____________
A1360 61102-1200 1 1/2-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)
751 LNFT $____________ $____________
A1380 61104-0500 VALVE, GATE, 1 1/2-INCH (WINTERIZATION W/ DRAIN)
4 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 13
A1400 61104-0500 VALVE, GATE, 1 1/2-INCH
8 EACH $____________ $____________
A1420 61105-0000 VALVE BOX
12 EACH $____________ $____________
A1440 61114-0000 WATER SYSTEM ACCESSORY (HOSE BIBB)
3 EACH $____________ $____________
A1460 61114-1500 WATER SYSTEM ACCESSORY, TIE-IN
3 EACH $____________ $____________
A1480 61201-0000 SEWER SYSTEM (DOSING TANK, 3000 GAL)
ALL LPSM $___LPSM_____ $____________
A1500 61201-0000 SEWER SYSTEM (ALTERNATIVE TREATMENT SYSTEM)
ALL LPSM $___LPSM_____ $____________
A1520 61201-0000 SEWER SYSTEM (SEPTIC TANKS, 3000 GAL)
ALL LPSM $___LPSM_____ $____________
A1540 61201-0000 SEWER SYSTEM (RECIRCULATION SEPTIC TANK, 3000 GAL)
ALL LPSM $___LPSM_____ $____________
A1560 61201-0000 SEWER SYSTEM (BOTTOMLESS SAND FILTER SYSTEM)
ALL LPSM $___LPSM_____ $____________
A1580 61202-0400 6-INCH SEWER LINE, PLASTIC
340 LNFT $____________ $____________
A1600 61207-0000 CLEANOUT
4 EACH $____________ $____________
A1620 61301-0000 SIMULATED STONE MASONRY SURFACE TREATMENT
819 SQYD $____________ $____________
A1640 61302-0000 SIMULATED STONE MASONRY TEST WALL
1 EACH $____________ $____________
A1660 61303-0000 SIMULATED STONE MASONRY SURFACE STAINING
819 SQYD $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 14
A1680 61501-0600 SIDEWALK, EXPOSED AGGREGATE COLORED CONCRETE
220 SQYD $____________ $____________
A1700 61501-0800 SIDEWALK, AGGREGATE
220 SQYD $____________ $____________
A1720 61501-0800 SIDEWALK, AGGREGATE (ADA)
160 SQYD $____________ $____________
A1740 61504-2000 ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE
11 SQYD $____________ $____________
A1760 61509-0000 DETECTABLE WARNING PANELS (WHITE)
9 SQYD $____________ $____________
A1780 61701-4700 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B WOOD POSTS (ODOT TYPE 3)
62.5 LNFT $____________ $____________
A1800 61701-4700 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B WOOD POSTS (ODOT TYPE 2A)
725.0 LNFT $____________ $____________
A1820 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (ODOT NON-FLARED ENERGY
ABSORBING TERMINAL)
1 EACH $____________ $____________
A1840 61707-0000 STRUCTURE TRANSITION RAILING (ODOT GUARDRAIL TRANSITION TO
CONCRETE BARRIER)
103.00 LNFT $____________ $____________
A1860 61801-0000 CONCRETE BARRIER
262.5 LNFT $____________ $____________
A1880 61801-0000 CONCRETE BARRIER (SHOULDER)
950 LNFT $____________ $____________
A1900 61805-0000 RESET BARRIER
525 LNFT $____________ $____________
A1920 61901-0000 FENCE (TYPE 1-4W)
260 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 15
A1940 61901-0000 FENCE (WOOD, 3-RAIL)
280 LNFT $____________ $____________
A1960 61902-1400 GATE, METAL, 16 FEET WIDTH
2 EACH $____________ $____________
A1980 61902-1800 GATE, METAL, 24 FEET WIDTH
1 EACH $____________ $____________
A2000 61902-1900 GATE, METAL, 26 FEET WIDTH
1 EACH $____________ $____________
A2020 61902-2100 GATE, METAL, 30 FEET WIDTH
1 EACH $____________ $____________
A2040 61904-0000 BOLLARD POST (COLLAPSABLE)
4 EACH $____________ $____________
A2060 62002-0000 STONE MASONRY (BASALT FLAGSTONE)
105 SQYD $____________ $____________
A2080 62010-0000 STONE MASONRY (FLUSH BASALT BAND, 36-INCH)
120 LNFT $____________ $____________
A2100 62010-0000 STONE MASONRY (BASALT SEAT WALL)
204 LNFT $____________ $____________
A2120 62102-0000 MARKER (TRAIL MEDALLION) (GOVERNMENT FURNISHED)
4 EACH $____________ $____________
A2140 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
30 HOUR $____________ $____________
A2160 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH
THUMB ATTACHMENT
40 HOUR $____________ $____________
A2180 62201-3750 CHAIN SAW
40 HOUR $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 16
A2200 62405-0700 PLACING CONSERVED TOPSOIL, 12-INCH DEPTH
8,435 SQYD $____________ $____________
A2220 62409-0000 PLACING MANUFACTURED TOPSOIL (COMPOST AMENDED)
93 CUYD $____________ $____________
A2240 62409-0000 PLACING MANUFACTURED TOPSOIL (ECOLOGY MIX)
59 CUYD $____________ $____________
A2260 62501-0000 TURF ESTABLISHMENT
2.74 ACRE $____________ $____________
A2280 62510-2000 SEEDING, HYDRAULIC METHOD
2.74 ACRE $____________ $____________
A2300 62516-2000 MULCHING, HYDRAULIC METHOD (NO SEED)
2,235 SQYD $____________ $____________
A2320 63301-0000 SIGN SYSTEM (ODOT)
5 EACH $____________ $____________
A2340 63301-0000 SIGN SYSTEM
10 EACH $____________ $____________
A2360 63302-0000 SIGN SYSTEM (WITH CONCRETE TRAIL SIGN SUPPORT)
37.03 SQFT $____________ $____________
A2380 63308-0000 OBJECT MARKER , STORMWATER TREATMENT
8 EACH $____________ $____________
A2400 63309-0100 DELINEATOR, TYPE 1
2 EACH $____________ $____________
A2420 63309-0400 DELINEATOR, TYPE 4
5 EACH $____________ $____________
A2440 63309-0500 DELINEATOR, TYPE 5
18 EACH $____________ $____________
A2460 63316-1000 REMOVE AND RESET SIGN
8 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 17
A2480 63401-0000 PAVEMENT MARKINGS (TYPE M, SOLID)
360 LNFT $____________ $____________
A2500 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID
1,950 LNFT $____________ $____________
A2520 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE M, STRAIGHT ARROW)
3 EACH $____________ $____________
A2540 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE M, CAMPSITE LEGEND)
7 EACH $____________ $____________
A2560 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL
2 EACH $____________ $____________
A002 A2580 63501-0000 TEMPORARY TRAFFIC CONTROL (TCD AND TCM PROCESSES)
ALL LPSM $___LPSM_____ $____________
A2600 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (SMART WORK
ZONE SYSTEM)
ALL LPSM $___LPSM_____ $____________
A2620 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (WORK ZONE
PRESENCE LIGHTING SYSTEM)
ALL LPSM $___LPSM_____ $____________
A2640 63502-0300 TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE C
1 EACH $____________ $____________
A2660 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2
11 EACH $____________ $____________
A2680 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
17 EACH $____________ $____________
A2700 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH
241 EACH $____________ $____________
A2720 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
91 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
Project Name:Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing A002 Revised by Amendment A002
A - 18
A2740 63502-1900 TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE (MOBILE
OPERATIONS)
4 EACH $____________ $____________
A2760 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN
(RADAR SPEED TRAILER)
2 EACH $____________ $____________
A2780 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN
(TRAILER-MOUNTED)
5 EACH $____________ $____________
A2800 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION
1 EACH $____________ $____________
A2820 63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH CUSHION
6 EACH $____________ $____________
A2840 63502-2800 TEMPORARY TRAFFIC CONTROL, REPLACEMENT BARRELS FOR CRASH
CUSHION
26 EACH $____________ $____________
A2860 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER (UNSECURED)
1,360 LNFT $____________ $____________
A2880 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER
6,040 LNFT $____________ $____________
A2900 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE
2,400 LNFT $____________ $____________
A2920 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
862 SQFT $____________ $____________
A2940 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
250 HOUR $____________ $____________
A2960 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR
100 DAY $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 19
A2980 63601-3000 SYSTEM INSTALLATION, ELECTRICAL (FUELING STATION ELECTRICAL
WORK)
ALL LPSM $___LPSM_____ $____________
A3000 63602-3000 SYSTEM INSTALLATION, ELECTRICAL (EMERGENCY FUEL CUT OFF
SYSTEM)
1 EACH $____________ $____________
A3020 63602-3000 SYSTEM INSTALLATION, ELECTRICAL (MAIN ELECTRICAL PANEL)
1 EACH $____________ $____________
A3040 63602-3000 SYSTEM INSTALLATION, ELECTRICAL (SEPTIC CONTROL PANEL)
2 EACH $____________ $____________
A3060 63610-0100 CONDUIT, 3/4-INCH, PVC
50 LNFT $____________ $____________
A3080 63610-1600 CONDUIT, 2-INCH, PVC
1,430 LNFT $____________ $____________
A3100 63610-2200 CONDUIT, 3-INCH, PVC (PRIMARY ELECTRICAL)
700 LNFT $____________ $____________
A3120 63610-2800 CONDUIT, 4-INCH, PVC
260 LNFT $____________ $____________
A3140 63611-0200 WIRE, ELECTRICAL CONDUCTORS, 12 AWG
2,830 LNFT $____________ $____________
A3160 63611-0300 WIRE, ELECTRICAL CONDUCTORS, 10 AWG
1,840 LNFT $____________ $____________
A3180 63611-0300 WIRE, ELECTRICAL CONDUCTORS, 10 AWG (PULL ROPE)
550 LNFT $____________ $____________
A3200 63611-0500 WIRE, ELECTRICAL CONDUCTORS, 6 AWG
60 LNFT $____________ $____________
A3220 63611-0700 WIRE, ELECTRICAL CONDUCTORS, 3 AWG
250 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 20
A3240 63611-0800 WIRE, ELECTRICAL CONDUCTORS, 2 AWG
1,190 LNFT $____________ $____________
A3260 63611-0900 WIRE, ELECTRICAL CONDUCTORS, 1 AWG
1,350 LNFT $____________ $____________
A3280 63611-1000 WIRE, ELECTRICAL CONDUCTORS, 0 AWG
800 LNFT $____________ $____________
A3300 63611-1100 WIRE, ELECTRICAL CONDUCTORS, 00 AWG (250 MCM WIRE)
1,000 LNFT $____________ $____________
A3320 63611-1100 WIRE, ELECTRICAL CONDUCTORS, 00 AWG (500 MCM WIRE)
100 LNFT $____________ $____________
A3340 63611-1100 WIRE, ELECTRICAL CONDUCTORS, 00 AWG
80 LNFT $____________ $____________
A3360 63611-1100 WIRE, ELECTRICAL CONDUCTORS, 00 AWG (4/0 WIRE)
120 LNFT $____________ $____________
A3380 63612-0000 LUMINAIRE (ELECTRIC SHED LIGHT FIXTURE)
1 EACH $____________ $____________
A3400 63621-3000 UTILITY BOX, JUNCTION BOX
5 EACH $____________ $____________
A3420 63621-4000 UTILITY BOX, TELEPHONE INTERCEPT BOX
1 EACH $____________ $____________
A3440 63622-0000 UTILITY TRENCH (PRIMARY VAULT TRENCHING)
300 LNFT $____________ $____________
A3460 63622-0000 UTILITY TRENCH
800 LNFT $____________ $____________
A3480 63623-1000 MANHOLE, ELECTRICAL (PRECAST VAULT)
2 EACH $____________ $____________
A3500 64602-1000 BUILDING, RESTROOM FACILITY (OPRD)
ALL LPSM $___LPSM_____ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 21
A3520 64602-2000 BUILDING, SUPPORT BUILDING (OPRD MAINTENANCE FACILITY)
ALL LPSM $___LPSM_____ $____________
A3540 64603-0000 FIXTURE (HOST SEWER CONNECTION)
1 EACH $____________ $____________
A3560 64603-0000 FIXTURE (HOST RV PEDESTAL)
1 EACH $____________ $____________
A3580 64603-0000 FIXTURE (FALLEN TREE TRUNK)
15 EACH $____________ $____________
A3600 64603-0000 FIXTURE (BICYCLE FIX-IT STATION)
1 EACH $____________ $____________
A3620 64603-0000 FIXTURE (FEE STATION)
1 EACH $____________ $____________
A3640 64603-0000 FIXTURE (HIKER-BIKER POD)
1 EACH $____________ $____________
A3660 64603-0000 FIXTURE (TRAIL SIGN SUPPORT-TYPE C)
1 EACH $____________ $____________
A3680 64603-0000 FIXTURE (TRAIL SIGN SUPPORT, TYPE I)
1 EACH $____________ $____________
A3700 64603-0000 FIXTURE (TRAIL SIGN SUPPORT, TYPE II)
1 EACH $____________ $____________
A3720 64603-0000 FIXTURE (TRAIL SIGN SUPPORT, TYPE III)
1 EACH $____________ $____________
A3740 64603-0000 FIXTURE (TRAIL SIGN SUPPORT, TYPE IV)
1 EACH $____________ $____________
A3760 64603-0000 FIXTURE (TRAIL SIGN SUPPORT, TYPE V)
2 EACH $____________ $____________
A3780 64603-0000 FIXTURE (FUELING STATION)
1 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 22
A3800 64603-0300 FIXTURE, BENCH (BASALT)
3 EACH $____________ $____________
A3820 64603-0500 FIXTURE, BICYCLE STORAGE RACK
3 EACH $____________ $____________
A3840 64603-0700 FIXTURE, PICNIC TABLE (ADA)
2 EACH $____________ $____________
A3860 64603-0700 FIXTURE, PICNIC TABLE
5 EACH $____________ $____________
A3880 64603-1500 FIXTURE, SHELTER (HIKER-BIKER, 3-SIDED)
3 EACH $____________ $____________
A3900 64603-1600 FIXTURE, FIRE RING (ADA)
2 EACH $____________ $____________
A3920 64603-1600 FIXTURE, FIRE RING
5 EACH $____________ $____________
A3940 64604-3000 FIXTURE, PEDESTRIAN RAILING (22" BARRIER-MOUNTED STEEL)
475 LNFT $____________ $____________
A3960 64604-3000 FIXTURE, PEDESTRIAN RAILING (MODIFIED 42" BARRIER-MOUNTED STEEL)
90 LNFT $____________ $____________
A3980 64604-3000 FIXTURE, PEDESTRIAN RAILING (42" WOOD, BROWN)
970 LNFT $____________ $____________
A4000 64604-3000 FIXTURE, PEDESTRIAN RAILING (48" STEEL)
980 LNFT $____________ $____________
A4020 64605-1000 FIXTURE, KIOSK
ALL LPSM $___LPSM_____ $____________
A4040 65401-1000 ROADSIDE ROCKFALL PROTECTION, FENCE (10' LOW DEFLECTION)
290 LNFT $____________ $____________
A4060 65401-1000 ROADSIDE ROCKFALL PROTECTION, FENCE (6' LOW DEFLECTION)
700 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 23
A4080 65402-1000 ROADSIDE ROCKFALL PROTECTION, GABION BARRIER
33 CUYD $____________ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:OR DOT CRGNSA 100(6)
A - 24
Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount
X0020 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING
ALL LPSM $___LPSM_____ $____________
X0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE
ALL LPSM $___LPSM_____ $____________
X0080 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
X0100 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
X0120 15703-2500 SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD
1.46 ACRE $____________ $____________
X0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE
130 LNFT $____________ $____________
X0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (SEDIMENT WATTLE)
1,200 LNFT $____________ $____________
X0180 15705-1500 SOIL EROSION CONTROL, COMPOST SOCK
368 LNFT $____________ $____________
X0200 15705-1700 SOIL EROSION CONTROL, FILTER BERM
283 LNFT $____________ $____________
X0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM (TEMPORARY)
25 EACH $____________ $____________
X0240 15706-0200 SOIL EROSION CONTROL, CHECK DAM (PERMANENT)
4 EACH $____________ $____________
X0260 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A
7 EACH $____________ $____________
X0280 15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C
5 EACH $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 25
X0300 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT
1 EACH $____________ $____________
X0320 20101-0000 CLEARING AND GRUBBING
6.0 ACRE $____________ $____________
X0340 20301-2400 REMOVAL OF SIGN
1 EACH $____________ $____________
X0360 20302-0700 REMOVAL OF FENCE
46 LNFT $____________ $____________
X0380 20302-1200 REMOVAL OF GUARDRAIL
1,628 LNFT $____________ $____________
X0400 20315-0000 SAWCUTTING PAVEMENT
4,100 LNFT $____________ $____________
X0420 20401-0000 ROADWAY EXCAVATION
4,000 CUYD $____________ $____________
X0440 20403-0000 UNCLASSIFIED BORROW
2,400 CUYD $____________ $____________
X0460 20466-0000 CONSERVE AND STOCKPILE TOPSOIL
1,200 CUYD $____________ $____________
X0480 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B
1,900 SQYD $____________ $____________
X0500 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2
35 CUYD $____________ $____________
X0520 26001-0000 ROCK BOLT
1,460 LNFT $____________ $____________
X0540 26002-0000 ROCK DOWEL
645 LNFT $____________ $____________
X0560 30101-2000 AGGREGATE BASE GRADING D
4,900 TON $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 26
X0620 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL
MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (I-84)
210 TON $____________ $____________
X0640 40101-0700 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL
MAXIMUM SIZE AGGREGATE, 3 TO <30 MILLION ESAL (I-84)
700 TON $____________ $____________
X0680 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1
1,600 TON $____________ $____________
X0700 40602-0000 FOG SEAL (MICROCOAT)
4,556 SQYD $____________ $____________
X0720 41201-0000 TACK COAT
3 TON $____________ $____________
X0740 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH
2,700 SQYD $____________ $____________
X0760 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2
90 SQYD $____________ $____________
X0780 60201-0500 15-INCH PIPE CULVERT
448 LNFT $____________ $____________
X0800 60201-0600 18-INCH PIPE CULVERT
1,328 LNFT $____________ $____________
X0820 60201-0800 24-INCH PIPE CULVERT
304 LNFT $____________ $____________
X0840 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT
9 EACH $____________ $____________
X0860 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT
1 EACH $____________ $____________
X0880 60401-0000 MANHOLE
4 EACH $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 27
X0900 60403-0000 INLET (DITCH)
8 EACH $____________ $____________
X0920 60403-0000 INLET (ODOT TYPE G-2)
6 EACH $____________ $____________
X0940 60501-0000 STANDARD UNDERDRAIN SYSTEM
145 LNFT $____________ $____________
X0960 61001-0000 HORIZONTAL DRAIN PIPE (UNLINED)
500 LNFT $____________ $____________
X0980 61701-4700 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B WOOD POSTS (ODOT TYPE 2A)
562.5 LNFT $____________ $____________
X1000 61701-4700 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B WOOD POSTS (ODOT TYPE 3)
50.0 LNFT $____________ $____________
X1020 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (ODOT NON-FLARED ENERGY
ABSORBING TERMINAL)
2 EACH $____________ $____________
X1040 61703-0000 TERMINAL END (ODOT TYPE 1 ANCHOR & TYPE C END PIECE)
2 EACH $____________ $____________
X1060 61707-0000 STRUCTURE TRANSITION RAILING (ODOT GUARDRAIL TRANSITION TO
CONCRETE BARRIER)
82.40 LNFT $____________ $____________
X1080 61801-0000 CONCRETE BARRIER
1,800.0 LNFT $____________ $____________
X1100 61804-1000 TERMINAL SECTION, TYPE 1 (ODOT CONCRETE BARRIER TERMINAL)
1 EACH $____________ $____________
X1120 61805-0000 RESET BARRIER
2,600.0 LNFT $____________ $____________
X1140 61901-0000 FENCE (TYPE 1-4W)
310 LNFT $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 28
X1160 62102-0000 MARKER (TRAIL MEDALLION) (GOVERNMENT FURNISHED)
8 EACH $____________ $____________
X1180 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
20 HOUR $____________ $____________
X1200 62201-3750 CHAIN SAW
40 HOUR $____________ $____________
X1220 62302-0100 SPECIAL LABOR, SLOPE SCALING
1,515 HOUR $____________ $____________
X1240 62405-0700 PLACING CONSERVED TOPSOIL, 12-INCH DEPTH
3,600 SQYD $____________ $____________
X1260 62409-0000 PLACING MANUFACTURED TOPSOIL (ECOLOGY MIX)
119 CUYD $____________ $____________
X1280 62501-0000 TURF ESTABLISHMENT
1.46 ACRE $____________ $____________
X1300 62510-2000 SEEDING, HYDRAULIC METHOD
1.46 ACRE $____________ $____________
X1320 62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C
168 SQYD $____________ $____________
X1340 63301-0000 SIGN SYSTEM (ODOT)
1 EACH $____________ $____________
X1360 63308-0000 OBJECT MARKER , STORMWATER TREATMENT
12 EACH $____________ $____________
X1380 63309-0100 DELINEATOR, TYPE 1
2 EACH $____________ $____________
X1400 63309-0400 DELINEATOR, TYPE 4
36 EACH $____________ $____________
X1420 63309-0500 DELINEATOR, TYPE 5
12 EACH $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 29
X1440 63313-1000 RUMBLE STRIP, SHOULDER
2,895 LNFT $____________ $____________
X1460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID
160 LNFT $____________ $____________
X1480 63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID
14,000 LNFT $____________ $____________
X1500 63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN
7,000 LNFT $____________ $____________
X1520 63407-0300 RECESSED PAVEMENT MARKER, MONO-DIRECTIONAL REFLECTIVE
175 EACH $____________ $____________
A002 X1540 63501-0000 TEMPORARY TRAFFIC CONTROL (TCD AND TCM PROCESSES)
ALL LPSM $___LPSM_____ $____________
X1560 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (WORK ZONE
PRESENCE LIGHTING SYSTEM)
ALL LPSM $___LPSM_____ $____________
X1580 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (SMART WORK
ZONE SYSTEM)
ALL LPSM $___LPSM_____ $____________
X1600 63502-0300 TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE C
1 EACH $____________ $____________
X1620 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2
11 EACH $____________ $____________
X1640 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
42 EACH $____________ $____________
X1660 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH
612 EACH $____________ $____________
X1680 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
300 EACH $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
Project Name:Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing
A - 30
X1700 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL (GLARE SCREEN)
1,400 EACH $____________ $____________
X1720 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL (ODOT'S REFLECTIVE
BARRIER PANEL)
192 EACH $____________ $____________
X1740 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL (MOVE GLARE SCREEN)
2,800 EACH $____________ $____________
X1760 63502-1900 TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE (MOBILE
OPERATIONS)
4 EACH $____________ $____________
X1780 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN
(RADAR SPEED TRAILER)
2 EACH $____________ $____________
X1800 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN
(TRAILER-MOUNTED)
16 EACH $____________ $____________
X1820 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION
3 EACH $____________ $____________
X1840 63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH CUSHION
18 EACH $____________ $____________
X1860 63502-2800 TEMPORARY TRAFFIC CONTROL, REPLACEMENT BARRELS FOR CRASH
CUSHION (REPAIR NARROW SITE)
9 EACH $____________ $____________
X1880 63502-3000 TEMPORARY TRAFFIC CONTROL, RAISED PAVEMENT MARKER
1,380 EACH $____________ $____________
A005 X1900 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER
1,610 LNFT $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
Project Name:Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing
A005 Revised by Amendment A005
A - 31
A005 X1920 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER (SECURED)
6,900 LNFT $____________ $____________
X1940 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER
38,650 LNFT $____________ $____________
X1960 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
82,800 LNFT $____________ $____________
X1980 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL
29,325 LNFT $____________ $____________
X2000 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
1,952 SQFT $____________ $____________
X2020 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
250 HOUR $____________ $____________
X2040 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR
100 DAY $____________ $____________
X2060 64603-0300 FIXTURE, BENCH (BASALT)
1 EACH $____________ $____________
X2080 64604-3000 FIXTURE, PEDESTRIAN RAILING (22" BARRIER-MOUNTED STEEL)
2,625 LNFT $____________ $____________
X2100 64604-3000 FIXTURE, PEDESTRIAN RAILING (42" BARRIER-MOUNTED STEEL)
850 LNFT $____________ $____________
X2120 64702-3500 MITIGATION, STORMWATER MANAGEMENT, DRY SWALE
110 LNFT $____________ $____________
X2140 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH (HIGH TENSILE STRENGTH,
CONTOURED)
11,785 SQYD $____________ $____________
X2160 65106-1000 ROCKFALL PROTECTION, PIN (EYELIT ANCHORS)
400 EACH $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
Project Name:Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing
A - 32
X2180 65301-0000 MIDSLOPE ROCKFALL ATTENUATOR
16,380 SQYD $____________ $____________
X2200 65402-1000 ROADSIDE ROCKFALL PROTECTION, GABION BARRIER
57 CUYD $____________ $____________
X2220 65602-0000 TEMPORARY ROADWAY ROCKFALL PROTECTION
ALL LPSM $___LPSM_____ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 33
Contract Quantity Pay Items
20801-0000 STRUCTURE EXCAVATION (MITCHELL CREEK BRIDGE)
20801-0000 STRUCTURE EXCAVATION (PERHAM CREEK BRIDGE)
20803-0000 STRUCTURAL BACKFILL (PERHAM CREEK BRIDGE)
20803-0000 STRUCTURAL BACKFILL (MITCHELL CREEK BRIDGE)
25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (MITCHELL CREEK BRIDGE)
25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE
25501-2000 MECHANICALLY STABILIZED EARTH WALL, GABION FACE (MITCHELL CREEK BRIDGE)
55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (MITCHELL CREEK BRIDGE)
55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (PERHAM CREEK BRIDGE)
55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 1 (PERHAM CREEK BRIDGE)
55210-0000 PRECAST STRUCTURAL CONCRETE , PRECAST PILASTERS AND CORBEL (PERHAM CREEK BRIDGE)
55210-0000 PRECAST STRUCTURAL CONCRETE , PRECAST PILASTERS (MITCHELL CREEK BRIDGE)
55211-0000 PRECAST STRUCTURAL CONCRETE MITCHELL CREEK BRIDGE ARCH CULVERT
55401-1000 REINFORCING STEEL (MITCHELL CREEK BRIDGE)
55401-1000 REINFORCING STEEL (PERHAM CREEK BRIDGE)
55601-0500 BRIDGE RAILING, CONCRETE (ORNAMENTAL PEDESTRIAL RAIL) (PERHAM CREEK BRIDGE)
61401-0000 LEAN CONCRETE BACKFILL (MITCHELL CREEK BRIDGE)
62002-0000 STONE MASONRY (MITCHELL CREEK BRIDGE)
62405-0700 PLACING CONSERVED TOPSOIL, 12-INCH DEPTH (PERHAM CREEK BRIDGE)
62405-0700 PLACING CONSERVED TOPSOIL, 12-INCH DEPTH (MITCHELL CREEK BRIDGE)
Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount
Y0020 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
Y0040 15201-0000 CONSTRUCTION SURVEY AND STAKING
ALL LPSM $___LPSM_____ $____________
Y0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE
ALL LPSM $___LPSM_____ $____________
Y0080 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
Y0100 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
Y0120 15703-2500 SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD
2.20 ACRE $____________ $____________
Y0140 15703-3000 SOIL EROSION CONTROL, WOOD STRAND
1.02 ACRE $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 34
Y0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE
600 LNFT $____________ $____________
Y0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (SEDIMENT WATTLE)
2,200 LNFT $____________ $____________
Y0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM (TEMPORARY)
9 EACH $____________ $____________
Y0220 15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C
1 EACH $____________ $____________
Y0240 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT
2 EACH $____________ $____________
Y0260 20101-0000 CLEARING AND GRUBBING
3.0 ACRE $____________ $____________
Y0280 20301-1100 REMOVAL OF GATE
1 EACH $____________ $____________
Y0300 20301-2400 REMOVAL OF SIGN
3 EACH $____________ $____________
Y0320 20302-0700 REMOVAL OF FENCE
1,016 LNFT $____________ $____________
Y0340 20401-0000 ROADWAY EXCAVATION
3,200 CUYD $____________ $____________
Y0360 20466-0000 CONSERVE AND STOCKPILE TOPSOIL
604 CUYD $____________ $____________
Y0380 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A (PERHAM CREEK BRIDGE)
119 SQYD $____________ $____________
Y0400 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A (MITCHELL CREEK BRIDGE)
179 SQYD $____________ $____________
Y0420 20801-0000 STRUCTURE EXCAVATION (MITCHELL CREEK BRIDGE)
255 CUYD $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 35
Y0440 20801-0000 STRUCTURE EXCAVATION (PERHAM CREEK BRIDGE)
50 CUYD $____________ $____________
Y0460 20803-0000 STRUCTURAL BACKFILL (PERHAM CREEK BRIDGE)
27 CUYD $____________ $____________
Y0480 20803-0000 STRUCTURAL BACKFILL (MITCHELL CREEK BRIDGE)
118 CUYD $____________ $____________
Y0500 20810-0000 SHORING AND BRACING (MITCHELL CREEK BRIDGE)
ALL LPSM $___LPSM_____ $____________
Y0520 20810-0000 SHORING AND BRACING (PERHAM CREEK BRIDGE)
ALL LPSM $___LPSM_____ $____________
Y0540 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1
3 CUYD $____________ $____________
Y0560 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2
25 CUYD $____________ $____________
Y0580 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 (PERHAM CREEK BRIDGE)
70 CUYD $____________ $____________
Y0600 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (MITCHELL CREEK BRIDGE)
245 CUYD $____________ $____________
Y0620 25125-0000 BOULDER
18 EACH $____________ $____________
Y0640 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE
6,266 SQFT $____________ $____________
Y0660 25501-2000 MECHANICALLY STABILIZED EARTH WALL, GABION FACE (MITCHELL
CREEK BRIDGE)
460 SQFT $____________ $____________
Y0680 30101-2000 AGGREGATE BASE GRADING D
1,760 TON $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 36
Y0720 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1
1,250 TON $____________ $____________
Y0740 41201-0000 TACK COAT
3 TON $____________ $____________
Y0760 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2
320 SQYD $____________ $____________
Y0780 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (MITCHELL CREEK BRIDGE)
84 CUYD $____________ $____________
Y0800 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (PERHAM CREEK BRIDGE)
87 CUYD $____________ $____________
Y0820 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (PRECAST PILASTERS)
2.00 CUYD $____________ $____________
Y0840 55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 1
(PERHAM CREEK BRIDGE)
48 SQYD $____________ $____________
Y0860 55210-0000 PRECAST STRUCTURAL CONCRETE , PRECAST PILASTERS AND CORBEL
(PERHAM CREEK BRIDGE)
15 CUYD $____________ $____________
Y0880 55210-0000 PRECAST STRUCTURAL CONCRETE , PRECAST PILASTERS (MITCHELL
CREEK BRIDGE)
5 CUYD $____________ $____________
Y0900 55211-0000 PRECAST STRUCTURAL CONCRETE MITCHELL CREEK BRIDGE ARCH
CULVERT
92 SQYD $____________ $____________
Y0920 55302-3500 PRECAST, PRESTRESSED CONCRETE SLAB (PERHAM CREEK BRIDGE)
221 LNFT $____________ $____________
Y0940 55401-1000 REINFORCING STEEL (MITCHELL CREEK BRIDGE)
8,809 LB $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 37
Y0960 55401-1000 REINFORCING STEEL (PERHAM CREEK BRIDGE)
15,953 LB $____________ $____________
Y0980 55601-0500 BRIDGE RAILING, CONCRETE (ORNAMENTAL PEDESTRIAL RAIL) (PERHAM
CREEK BRIDGE)
202 LNFT $____________ $____________
Y1000 56401-1000 BEARING DEVICE, ELASTOMERIC (PERHAM CREEK BRIDGE)
12 EACH $____________ $____________
Y1020 56702-0000 MICROPILE (PERHAM CREEK BRIDGE)
12 EACH $____________ $____________
Y1040 56702-0000 MICROPILE (MITCHELL CREEK BRIDGE)
28 EACH $____________ $____________
Y1060 56705-0000 MICROPILE LOAD VERIFICATION TEST (PERHAM CREEK BRIDGE)
1 EACH $____________ $____________
Y1080 56705-0000 MICROPILE LOAD VERIFICATION TEST (MITCHELL CREEK BRIDGE)
1 EACH $____________ $____________
Y1100 56706-0000 MICROPILE PROOF LOAD TEST (MITCHELL CREEK BRIDGE)
2 EACH $____________ $____________
Y1120 56706-0000 MICROPILE PROOF LOAD TEST (PERHAM CREEK BRIDGE)
2 EACH $____________ $____________
A003 Y1140 60103-0000 CONCRETE, HEADWALL
2 EACH $____________ $____________
Y1160 60201-0600 18-INCH PIPE CULVERT
74 LNFT $____________ $____________
Y1180 60201-0800 24-INCH PIPE CULVERT
39 LNFT $____________ $____________
Y1200 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT
2 EACH $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
Project Name:Historic Columbia River Highway State Trail, Viento to Mitchell Point Crossing A003 Revised by Amendment A003
A - 38
Y1220 60403-0000 INLET (DITCH)
1 EACH $____________ $____________
Y1240 61401-0000 LEAN CONCRETE BACKFILL (MITCHELL CREEK BRIDGE)
42 CUYD $____________ $____________
Y1260 61901-0000 FENCE (TYPE 1-4W)
700 LNFT $____________ $____________
Y1280 61902-1400 GATE, METAL, 16 FEET WIDTH
1 EACH $____________ $____________
Y1300 61904-0000 BOLLARD POST (COLLAPSABLE)
1 EACH $____________ $____________
Y1320 62002-0000 STONE MASONRY (MITCHELL CREEK BRIDGE)
140 SQYD $____________ $____________
Y1340 62010-0000 STONE MASONRY (FLUSH BASALT BAND, 36-INCH)
38 LNFT $____________ $____________
Y1360 62102-0000 MARKER (TRAIL MEDALLION) (GOVERNMENT FURNISHED)
14 EACH $____________ $____________
Y1380 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
30 HOUR $____________ $____________
Y1400 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH
THUMB ATTACHMENT
40 HOUR $____________ $____________
Y1420 62201-3750 CHAIN SAW
40 HOUR $____________ $____________
Y1440 62405-0700 PLACING CONSERVED TOPSOIL, 12-INCH DEPTH
6,585 SQYD $____________ $____________
Y1460 62405-0700 PLACING CONSERVED TOPSOIL, 12-INCH DEPTH (PERHAM CREEK BRIDGE)
85 SQYD $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:OR DOT CRGNSA 100(6)
A - 39
Y1480 62405-0700 PLACING CONSERVED TOPSOIL, 12-INCH DEPTH (MITCHELL CREEK
BRIDGE)
90 SQYD…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .