Amendment A003_R1.pdf

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)

A003 09/28/2022 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

69056722B000005

9B. DATED (SEE ITEM 11)

08/11/2022

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).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

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 140(1), OR 140 - Klamath County Boat Marina to Lakeshore Drive

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. A003, dated 09-28-2022 OR DOT 140(1) Solicitation No. 69056722b000005 OR 140 - Klamath County Boat Page 2 Marina to Lakeshore Drive

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-13. Replaces the Bid Schedule for the following changes.

Deletes Item No. A1320.

Revises quantity for Item No. A1340

CONTRACT CLAUSES

NOTICE TO BIDDERS

Page A-2b, Part IV, Specifications and Permits. Deletes Temporary Traffic Control, Concrete Barrier (Narrow Base) from the list of Bid Items identified as Brand Name or Equal.

PLANS

Plan Sheets B.1 through B.4 Replaces Sheets for the following changes.

Deletes Item No. A1320.

Revises quantity for Item No. A1340

Plan Sheet C.3 Revises Temporary Concrete Barrier callout.

Plan Sheet J.1 Revises Sheet as follows.

Deletes Temporary Traffic Control, Concrete Barrier (Narrow Base).

Revises quantity for Temporary Traffic Control, Concrete Barrier

ENCLOSURES

Pages:

A-2b / A-7 through A-13

Plan Sheets:

B.1 through B.4 C.3 J.1

Notice to Bidders: Please submit revised pages A-7 through A-13 with your bid.

A-2b

Notice to Bidders Project: OR DOT 140(1), OR 140 - Klamath County Boat Marina to Lakeshore Drive

Pay Item 61707-4000 Structural Transition Railing, MGS System Pay Item 63401-2300 Pavement Markings, Type L, Solid Pay Item 63401-2400 Pavement Markings, Type L, Broken Pay Item 63501-0000 Temporary Traffic Control (Pavement Markings) Pay Item 63502-2000 Temporary Traffic Control, Portable Changeable Message Sign Pay Item 63502-3100 Temporary Traffic Control, Traffic Signal System Pay Item 63502-3200 Temporary Traffic Control, Relocating Traffic Signal System Pay Item 63503-0400 Temporary Traffic Control, Concrete Barrier (Narrow Base) Pay Item 63503-0400 Temporary Traffic Control, Concrete Barrier Pay Item 63503-0500 Temporary Traffic Control, Moving Concrete Barrier Pay Item 63504-1000 Temporary Traffic Control, Construction Sign Pay Item 63506-0500 Temporary Traffic Control, Flagger

If your offer is based on a brand name different than that listed in the Special Contract Requirements, the proposed "equal" must be identified in the space provided on the Bid Schedule. See Subsection 102.02A.

Material Sources. Only material sources under Subsections 105.02(a) and 105.02(b) have been identified for this project. Staging areas, stockpile areas, waste areas, and other material sources have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(c).

Price Adjustment Clause. A price adjustment specification for fuel and asphalt binder has been included in this contract. See Subsection 109.06A.

Revised by Amendment A003

A – 7

Bid Schedule Project No.: OR DOT 140(1) Project Name: OR 140 - Klamath County Boat Marina to Lakeshore Drive

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.

Do not include an amount to protect against contingent cost increases to prices subject to the escalation coverage.

BRAND NAME OR EQUAL NOTIFICATION

Proposed equal products for the brand name product listed under Subsections 710.12 for work under Section 617 is not allowed.

If providing other than the specified brand name products for the respective work, complete the following by identifying all proposed equal products and manufacturer’s being used in lieu of the specified brand name product(s), and submit this information with the bid documents (See FAR Provision 52.211-6, Brand Name or Equal).

(a) For the work under Sections 563 and 617 associated with Pay Items 61701-4500, 61702-0000, 61702-1500, and 61707-4000;

our firm offers in lieu of the brand name product(s) listed under Subsection 725.19.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

(b) For the work under Section 634 associated with Pay Items 63401-2300, and 63401-2400; our firm offers in lieu of the brand name product(s) listed under Subsection 718.18.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

(c) For the work under Section 635 associated with Pay Item 63501-0000, Temporary Traffic Control (Pavement Markings); our firm offers in lieu of the brand name product(s) listed under Subsection 718.16.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

(d) For the work under Section 635 associated with Pay Item 63502-2000; our firm offers in lieu of the brand name product(s) listed under Subsection 721.05.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

A – 7a

Bid Schedule Project No.: OR DOT 140(1) Project Name: OR 140 - Klamath County Boat Marina to Lakeshore Drive

(e) For the work under Section 635 associated with Pay Items 63502-3100, and 63502-3200; our firm offers in lieu of the brand name product(s) listed under Subsection 721.04.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

(f) For the work under Section 635 associated with Pay Items 63503-0400, and 63503-0500; our firm offers in lieu of the brand name product(s) listed under Subsection 718.08.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

(g) For the work under Section 635 associated with Pay Item 63504-1000; our firm offers in lieu of the following.

(1) For the brand name product(s) listed under Subsection 718.01.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

(2) For the brand name product(s) listed under Subsection 718.03.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

(3) For the brand name product(s) listed under Subsection 718.04.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

(h) For the work under Sections 156 and 635 associated with Pay Item 63506-0500; our firm offers in lieu of the brand name product(s) listed under Subsection 721.03.

Brand Name Product: __________________________

Manufacturer’ Name: __________________________

Include with your bid, all documents needed by the Government to determine if the proposed product(s) meet the applicable requirements listed under Sections 156, 563, 617, 634, 635, 718, 721, and 725 of the Special Contract Requirements. The determination as to the equality of the product(s) 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.

A - 8

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 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15701-0000 SOIL EROSION CONTROL (FLOATING TURBIDITY CURTAIN, TYPE 2 DOT)

ALL LPSM $___LPSM_____ $____________

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (CULVERT INLET PROTECTION)

550 LNFT $____________ $____________

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

9,950 LNFT $____________ $____________

A0180 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION (DROP INLET)

4 EACH $____________ $____________

A0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0220 20101-0000 CLEARING AND GRUBBING

7.0 ACRE $____________ $____________

A0240 20120-1000 REMOVAL, INDIVIDUAL TREE

40 EACH $____________ $____________

A0260 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

35,500 SQYD $____________ $____________

A0280 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR DOT 140(1)

Project Name:OR 140 - Klamath County Boat Marina to Lakeshore Drive

A - 9

A0300 20401-0000 ROADWAY EXCAVATION

13,500 CUYD $____________ $____________

A0320 20415-0000 SELECT TOPPING (TOPPING)

4,700 CUYD $____________ $____________

A0340 20420-0000 EMBANKMENT CONSTRUCTION (SURCHARGE)

25,500 CUYD $____________ $____________

A0360 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A (IN LAKE)

130,500 SQYD $____________ $____________

A0380 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D (WOVEN)

70,500 SQYD $____________ $____________

A0400 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

80 CUYD $____________ $____________

A0420 25202-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

420,000 TON $____________ $____________

A0440 30101-2000 AGGREGATE BASE GRADING D

39,000 TON $____________ $____________

A0480 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

17,000 TON $____________ $____________

A0520 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

170 TON $____________ $____________

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

2,425 TON $____________ $____________

A0580 41201-0000 TACK COAT

65 TON $____________ $____________

A0600 60201-0800 24-INCH PIPE CULVERT

1,120 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR DOT 140(1)

A - 10

A0620 60404-0000 CATCH BASIN (DITCH INLET)

4 EACH $____________ $____________

A0640 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

13,400 LNFT $____________ $____________

A0660 61702-0000 TERMINAL SECTION (ANCHOR)

7 EACH $____________ $____________

A0680 61702-0000 TERMINAL SECTION (SHORT RADIUS GUARDRAIL)

2 EACH $____________ $____________

A0700 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

7 EACH $____________ $____________

A0720 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM

68 LNFT $____________ $____________

A0740 61901-0000 FENCE (TEMPORARY PLASTIC, ORANGE)

680 LNFT $____________ $____________

A0760 62101-0000 MONUMENT (SETTLEMENT PLATE)

24 EACH $____________ $____________

A0780 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

90 HOUR $____________ $____________

A0800 62201-2360 VACUUM SWEEPER

500 HOUR $____________ $____________

A0820 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

90 HOUR $____________ $____________

A0840 62301-0000 GENERAL LABOR

90 HOUR $____________ $____________

A0860 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (MAINLINE VIDEO

INSPECTION)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR DOT 140(1)

A - 11

A0880 62501-0000 TURF ESTABLISHMENT

9.0 ACRE $____________ $____________

A0900 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

9.0 ACRE $____________ $____________

A0920 62632-0000 PLANTINGS (WETLAND PLANTS)

ALL LPSM $___LPSM_____ $____________

A0940 63302-0000 SIGN SYSTEM

75 SQFT $____________ $____________

A0960 63309-0100 DELINEATOR, TYPE 1

90 EACH $____________ $____________

A0980 63313-0000 RUMBLE STRIP (CENTERLINE)

9,700 LNFT $____________ $____________

A1000 63313-1000 RUMBLE STRIP, SHOULDER

19,100 LNFT $____________ $____________

A1020 63316-1000 REMOVE AND RESET SIGN

5 EACH $____________ $____________

A1040 63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID

35,500 LNFT $____________ $____________

A1060 63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN

2,200 LNFT $____________ $____________

A1080 63501-0000 TEMPORARY TRAFFIC CONTROL (PAVEMENT MARKINGS REMOVAL)

ALL LPSM $___LPSM_____ $____________

A1100 63501-0000 TEMPORARY TRAFFIC CONTROL (PAVEMENT MARKINGS)

ALL LPSM $___LPSM_____ $____________

A1120 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 (8FT WIDTH)

4 EACH $____________ $____________

A1140 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 (4FT WIDTH)

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR DOT 140(1)

A - 12

A1160 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

40 EACH $____________ $____________

A1180 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

70 EACH $____________ $____________

A1200 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

A1220 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1240 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

A1260 63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH CUSHION

52 EACH $____________ $____________

A1280 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

A1300 63502-3200 TEMPORARY TRAFFIC CONTROL, RELOCATING TRAFFIC SIGNAL SYSTEM

16 EACH $____________ $____________

A003 A1320 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER (NARROW BASE)

9,300 LNFT $____________ $____________

A003 A1340 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,195 LNFT $____________ $____________

A1360 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

29,250 LNFT $____________ $____________

A1380 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

462 SQFT $____________ $____________

A1400 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,900 HOUR $____________ $____________

A1420 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

800 DAY $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR DOT 140(1)

A003 Revised by Amendment A003

A - 13

A1440 64631-0000 ROADSIDE DEVELOPMENT (BIOFILTRATION SWALE)

4,000 LNFT $____________ $____________

A1460 64631-0000 ROADSIDE DEVELOPMENT (VEGETATED FILTER STRIP)

9,420 LNFT $____________ $____________

A1480 64703-2000 MITIGATION, LOG DEFLECTOR

10 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OR DOT 140(1)

Sheet and Description

C D E F G H J K

TYPICAL

SECTIONS

SITE

PREPARATION

PLAN AND

PROFILE

SNOWPLOW

TURNAROUNDS

AND MAINLINE

TURNOUTS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL

(FLOATING TURBIDITY CURTAIN,

TYPE 2 DOT) LPSM All ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL (CULVERT INLET

PROTECTION) LNFT 550 550

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 9,475 475 9,950

A0180 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION (DROP INLET) EACH 4 4

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 6.4 0.6 7.0

A0240 20120-1000 REMOVAL, INDIVIDUAL TREE EACH 36 4 40

A0260 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 30,333 5,000 167 35,500

A0280 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM All ALL

A0300 20401-0000 ROADWAY EXCAVATION CUYD 12,334 1,166 13,500

A0320 20415-0000 SELECT TOPPING (TOPPING) CUYD 4,237 463 4,700

A0340 20420-0000 EMBANKMENT CONSTRUCTION

(SURCHARGE) CUYD 23,072 2,428 25,500

A0360 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A

(IN LAKE) SQYD 118,415 12,085 130,500

A0380 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 63,738 6,762 70,500

A0400 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 70 10 80

A0420 25202-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED TON 384,657 35,343 420,000

A0440 30101-2000 AGGREGATE BASE GRADING D TON 36,929 2,071 39,000

Revised by Amendment A003 Report Date: 09/27/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-S ep

-2

2:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S& E

R ev ie w

E ng in ee r\ R ev ie w s\ O

R D

O T

0(

1)

O R

K la m at h C ou nt y

B oa t M ar in a to

L ak es ho re D ri ve

\A m en dm en ts

\A

3\ [S he et s B .1 t hr ou gh

B .4

.x ls m ]S he et

STATE PROJECT

B.1DOT 140(1)OR

SHEET

NUMBER

TYPICAL

SECTIONS

SITE

PREPARATION

PLAN AND

PROFILE

SNOWPLOW

TURNAROUNDS

AND MAINLINE

TURNOUTS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0480 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 16,203 797 17,000

A0520 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 170 170

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 2,425 2,425

A0580 41201-0000 TACK COAT TON 62 3 65

A0600 60201-0800 24-INCH PIPE CULVERT LNFT 1,067 53 1,120

A0620 60404-0000 CATCH BASIN (DITCH INLET) EACH 4 4

A0640 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS LNFT 12,988 412 13,400

A0660 61702-0000 TERMINAL SECTION (ANCHOR) EACH 7 7

A0680 61702-0000 TERMINAL SECTION (SHORT

RADIUS GUARDRAIL) EACH 2 2

A0700 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 7 7

A0720 61707-4000 STRUCTURE TRANSITION RAILING,

MGS SYSTEM LNFT 68 68

A0740 61901-0000 FENCE (TEMPORARY PLASTIC,

ORANGE) LNFT 645 35 680

A0760 62101-0000 MONUMENT (SETTLEMENT PLATE) EACH 24 24

A0780 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 90 90

A0800 62201-2360 VACUUM SWEEPER HOUR 500 500

A0820 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 90 90

A0840 62301-0000 GENERAL LABOR HOUR 90 90

A0860 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES (MAINLINE

VIDEO INSPECTION) LPSM All ALL

A0880 62501-0000 TURF ESTABLISHMENT ACRE 8.3 0.7 9.0

A0900 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 8.3 0.7 9.0

A0920 62632-0000 PLANTINGS (WETLAND PLANTS) LPSM All ALL

A0940 63302-0000 SIGN SYSTEM SQFT 64 11 75

A0960 63309-0100 DELINEATOR, TYPE 1 EACH 83 7 90

A0980 63313-0000 RUMBLE STRIP (CENTERLINE) LNFT 9,668 32 9,700

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S& E

R ev ie w

E ng in ee r\ R ev ie w s\ O

R D

O T

0(

1)

O R

K la m at h C ou nt y

B oa t M ar in a to

L ak es ho re D ri ve

\A m en dm en ts

\A

3\ [S he et s B .1 t hr ou gh

B .4

.x ls m ]S he et

2)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-S ep -2

2:

P M

Revised by Amendment A003 Report Date: 09/27/22

STATE PROJECT

B.2DOT 140(1)OR

TYPICAL

SECTIONS

SITE

PREPARATION

PLAN AND

PROFILE

SNOWPLOW

TURNAROUNDS

AND MAINLINE

TURNOUTS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1000 63313-1000 RUMBLE STRIP, SHOULDER LNFT 19,094 6 19,100

A1020 63316-1000 REMOVE AND RESET SIGN EACH 5 5

A1040 63401-2300 PAVEMENT MARKINGS, TYPE L,

SOLID LNFT 35,449 51 35,500

A1060 63401-2400 PAVEMENT MARKINGS, TYPE L,

BROKEN LNFT 2,163 37 2,200

A1080 63501-0000 TEMPORARY TRAFFIC CONTROL

(PAVEMENT MARKINGS REMOVAL) LPSM All ALL

A1100 63501-0000 TEMPORARY TRAFFIC CONTROL

(PAVEMENT MARKINGS) LPSM All ALL

A1120 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8FT WIDTH) EACH 4 4

A1140 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (4FT WIDTH) EACH 2 2

A1160 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 40 40

A1180 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 70 70

A1200 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 4 4

A1220 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1240 63502-2100 TEMPORARY TRAFFIC CONTROL,

CRASH CUSHION EACH 4 4

A1260 63502-2600 TEMPORARY TRAFFIC CONTROL,

MOVING TEMPORARY CRASH CUSHION EACH 52 52

A1280 63502-3100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM EACH 2 2

A1300 63502-3200 TEMPORARY TRAFFIC CONTROL,

RELOCATING TRAFFIC SIGNAL

SYSTEM EACH 16 16

A003 A1320 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER (NARROW BASE) LNFT 9,175 125 9,300

A003 A1340 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,195 1,195

A1360 63503-0500 TEMPORARY TRAFFIC CONTROL,

MOVING CONCRETE BARRIER LNFT 29,250 29,250

A1380 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 462 462

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S& E

R ev ie w

E ng in ee r\ R ev ie w s\ O

R D

O T

0(

1)

O R

K la m at h C ou nt y

B oa t M ar in a to

L ak es ho re D ri ve

\A m en dm en ts

\A

3\ [S he et s B .1 t hr ou gh

B .4

.x ls m ]S he et

3)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-S ep -2

2:

P M

A003 Revised by Amendment A003 Report Date: 09/27/22

STATE PROJECT

B.3DOT 140(1)OR

TYPICAL

SECTIONS

SITE

PREPARATION

PLAN AND

PROFILE

SNOWPLOW

TURNAROUNDS

AND MAINLINE

TURNOUTS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1400 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 3,900 3,900

A1420 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 800 800

A1440 64631-0000 ROADSIDE DEVELOPMENT

(BIOFILTRATION SWALE) LNFT 3,956 44 4,000

A1460 64631-0000 ROADSIDE DEVELOPMENT

(VEGETATED FILTER STRIP) LNFT 9,393 27 9,420

A1480 64703-2000 MITIGATION, LOG DEFLECTOR EACH 10 10

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S& E

R ev ie w

E ng in ee r\ R ev ie w s\ O

R D

O T

0(

1)

O R

K la m at h C ou nt y

B oa t M ar in a to

L ak es ho re D ri ve

\A m en dm en ts

\A

3\ [S he et s B .1 t hr ou gh

B .4

.x ls m ]S he et

4)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-S ep -2

2:

P M

Revised by Amendment A003 Report Date: 09/27/22

STATE PROJECT

B.4DOT 140(1)OR

Revised by Amendment A0033

1,195