A003 SD FTBL BCB(1).pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF21B000030

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

1/18/2022

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

HFLCEO210422PR

6. PROJECT NO.

SD FTBL HORSE SOLDIER BCB (1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Josephine Helms, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 2/1718 23/2022 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A003 2/17/2022A-1 josephine.helms Cross-Out josephine.helms Cross-Out

A - 6

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 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.

Bid Schedule

Project No:SD FTBL HORSE SOLDIER BCB(1)

Project Name:Horse Soldier to Fort Meade BCB

A003 2/17/2022

A - 7

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

5.000 MILE $____________ $____________

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

9 EACH $____________ $____________

A0040 15215-7000 SURVEY AND STAKING, PARKING AREA

3 EACH $____________ $____________

A0050 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

3.000 MILE $____________ $____________

A0060 15236-2000 SURVEY CONTROL, GRADE FINISHING

1.000 MILE $____________ $____________

A0070 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0090 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

18,300 LNFT $____________ $____________

A0110 15706-0200 SOIL EROSION CONTROL, CHECK DAM

18 EACH $____________ $____________

A0120 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

3 EACH $____________ $____________

A0130 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0140 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:SD FTBL HORSE SOLDIER BCB(1)

A - 8

A0150 20101-0000 CLEARING AND GRUBBING

7.30 ACRE $____________ $____________

A0160 20120-1000 REMOVAL, INDIVIDUAL TREE

6 EACH $____________ $____________

A0170 20301-0100 REMOVAL OF BOLLARD

3 EACH $____________ $____________

A0180 20301-0600 REMOVAL OF CATTLE GUARD

1 EACH $____________ $____________

A0190 20301-2400 REMOVAL OF SIGN

88 EACH $____________ $____________

A0200 20302-2100 REMOVAL OF PIPE CULVERT

257 LNFT $____________ $____________

A0210 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

340 SQYD $____________ $____________

A0220 20401-0000 ROADWAY EXCAVATION

4,000 CUYD $____________ $____________

A0230 20441-0000 WASTE

2,500 CUYD $____________ $____________

A0240 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

750 CUYD $____________ $____________

A0250 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A

210 SQYD $____________ $____________

A0260 21101-2000 ROADWAY OBLITERATION, METHOD 2

350 SQYD $____________ $____________

A0270 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

35 CUYD $____________ $____________

A0280 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

95 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:SD FTBL HORSE SOLDIER BCB(1)

A - 9

A0290 30202-2000 ROADWAY AGGREGATE, METHOD 2 , LIMESTONE LEDGE ROCK

18,000 TON $____________ $____________

A0300 30301-6000 ROADWAY RECONDITIONING

5.00 MILE $____________ $____________

A0310 31203-0000 DUST PALLIATIVE APPLICATION

56,900 GAL $____________ $____________

A0320 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

500 TON $____________ $____________

A0330 40601-0000 FOG SEAL

0.30 TON $____________ $____________

A0340 41102-1000 PRIME COAT, METHOD 1

260 SQYD $____________ $____________

A0350 41201-0000 TACK COAT

0.30 TON $____________ $____________

A0360 60201-0600 18-INCH PIPE CULVERT

50 LNFT $____________ $____________

A0370 60201-0800 24-INCH PIPE CULVERT

100 LNFT $____________ $____________

A0380 60202-0300 21-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

90 LNFT $____________ $____________

A0390 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

185 LNFT $____________ $____________

A0400 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

A0410 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

3 EACH $____________ $____________

A0420 60211-0700 END SECTION FOR 21-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:SD FTBL HORSE SOLDIER BCB(1)

A - 10

A0430 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

8 EACH $____________ $____________

A0440 60404-1000 CATCH BASIN, FLH TYPE 1

2 EACH $____________ $____________

A0450 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

250 LNFT $____________ $____________

A0460 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

70 LNFT $____________ $____________

A0470 61903-0600 CATTLE GUARD, 22 FEET

1 EACH $____________ $____________

A0480 61920-2000 REMOVE AND RESET GATE

2 EACH $____________ $____________

A0490 61921-1000 REMOVE AND RESET FENCE

55 LNFT $____________ $____________

A0500 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A0510 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A0520 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A0530 62301-0000 GENERAL LABOR

60 HOUR $____________ $____________

A0540 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A0550 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL MONITOR)

20 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:SD FTBL HORSE SOLDIER BCB(1)

A - 11

A0560 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A0570 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

5.6 ACRE $____________ $____________

A0580 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

1.4 ACRE $____________ $____________

A0590 62510-2000 SEEDING, HYDRAULIC METHOD

7.0 ACRE $____________ $____________

A0600 62515-2000 MULCHING, HYDRAULIC METHOD

7.0 ACRE $____________ $____________

A0610 63301-0000 SIGN SYSTEM

17 EACH $____________ $____________

A0620 63308-2000 OBJECT MARKER, TYPE 2

78 EACH $____________ $____________

A0630 63316-1000 REMOVE AND RESET SIGN

9 EACH $____________ $____________

A0640 63403-0200 PAVEMENT MARKINGS, TYPE B

50 SQFT $____________ $____________

A0650 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:SD FTBL HORSE SOLDIER BCB(1)

E-29 SD FTBL BCB 10(1)

Horse Soldier Road

Secure clearances according to Subsection 107.10.

(b) Burn. Delete the subsection.

(c) Bury. Delete the subsection.

Section 204. — EXCAVATION AND EMBANKMENT

Construction Requirements

204.05 Conserved Topsoil. Delete the first sentence and substitute the following:

Conserve topsoil from the roadway excavation and from embankment foundation areas to the extent and depth determined by the CO.

204.06 Roadway Excavation. Delete the first sentence and substitute the following:

(b) Earth Cuts. Delete the text and substitute the following:

Scarify earth cuts to 8 inches (200 millimeters) below subgrade within the roadbed limits.

Compact the scarified material according to Subsection 204.11

204.14 Disposal of Unsuitable or Excess Material. Add the following:

Secure environmental clearances according to Subsection 107.10(d).

Measurement

204.16

(c) Embankment construction. Delete the text and substitute the following:

Measure embankment construction in its final position. Do not make deductions from the embankment construction quantity for the volume of minor structures.

(1) Include the following volumes in embankment construction:

(a) Roadway embankments;

(b) Material used to backfill holes, pits, and other depressions; and

(c) Material used for dikes, ramps, mounds, and berms.

(d) Material imported into the obliteration area or exported out of the obliteration area necessary to restore obliterated roadbeds to original contours.

A003 2/17/2022

E-30 SD FTBL BCB 10(1)

Horse Soldier Road(2) Do not include the following volumes in embankment construction:

(a) Preparing foundations for embankment construction;

(b) Adjustments for subsidence or settlement of the embankment or of the foundation on which the embankment is placed;

(c) Material used to round fill slopes;

(d) Material used to backfill subexcavated areas; and

Section 211. — ROADWAY OBLITERATION

Description

211.01 (a) Method 1. Add the following:

Blend obliteration areas into the adjacent natural ground along the horizontal and vertical planes by gradually transitioning obliteration slopes to remove noticeable breaks.

Measurement

211.05 Add the following:

Do not measure areas within slope stake limits under roadway obliteration.

Measure material excavated from an obliterated roadway and used for new construction or in separate obliteration locations under Section 204.

Section 302. — MINOR CRUSHED AGGREGATE

302.06 Acceptance. Add the following to the second paragraph:

Sample material at the frequency shown in Table 302-1. Materials that do not meet the approved certification will be considered unacceptable.

Delete Table 302-1 and substitute the following:

(a) Roadway Excavation.

(1) Include the following volumes in roadway excavation:

(e) Delete the text and substitute the following:

Conserved topsoil stripped from cuts.

(h) Delete the text and substitute the following:

Conserved material taken from stockpiles and used in Section 204 work except topsoil measured under Section 624. Only materials required to be conserved by the CO are eligible for measurement under this item.

(2) Do not include the following in roadway excavation: Add the following:

(n) Conserved topsoil stripped from fills.

A003 2/17/2022

Sheet and Description

B3 B3 B3 B4 B5 B5 B6

Survey and Staking

Summary

Drainage Summary

Erosion Control

Summary

Surfacing Summary

Grading Summary

Signing Summary

Miscellaneous Summary Allowance Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 4.490 0.510 5.000

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 9 9

A0040 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 3 3

A0050 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL MILE 2.920 0.080 3.000

A0060 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.600 0.400 1.000

A0070 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 17,420 880 18,300

A0110 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 18 18

A0120 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 3 3

A0130 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 1 1

A0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0150 20101-0000 CLEARING AND GRUBBING ACRE 6.86 0.44 7.30

A0160 20120-1000 REMOVAL, INDIVIDUAL TREE EACH 6 6

A0170 20301-0100 REMOVAL OF BOLLARD EACH 3 3

A0180 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1

A0190 20301-2400 REMOVAL OF SIGN EACH 88 88

A0200 20302-2100 REMOVAL OF PIPE CULVERT LNFT 222 35 257

A0210 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 321 19 340

A0220 20401-0000 ROADWAY EXCAVATION CUYD 3,411 589 4,000

A0230 20441-0000 WASTE CUYD 2,002 498 2,500

A0240 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 694 56 750

A0250 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A SQYD 197 13 210

A0260 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 318 32 350

A0270 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 33 2 35

A0280 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 90 5 95

A0290 30202-2000 ROADWAY AGGREGATE, METHOD 2, LIMESTONE LEDGE ROCK TON 16,969 1,031 18,000

A0300 30301-6000 ROADWAY RECONDITIONING MILE 4.69 0.31 5.00

A0310 31203-0000 DUST PALLIATIVE APPLICATION GAL 54,141 2,759 56,900

A0320 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 441 59 500

A0330 40601-0000 FOG SEAL TON 0.26 0.04 0.30

A0340 41102-1000 PRIME COAT, METHOD 1 SQYD 242 18 260

A0350 41201-0000 TACK COAT TON 0.26 0.04 0.30

A0360 60201-0600 18-INCH PIPE CULVERT LNFT 47 3 50

A0370 60201-0800 24-INCH PIPE CULVERT LNFT 95 5 100

A0380 60202-0300 21-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 85 5 90

MileStone: 100% Submittal (Updated 2/16/2022) Date Completed: 02/16/22 Report Date: 02/16/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-F eb

-2

2:

P

M

Remarks and/or Determination of

Estimated Quantity

Pay Item Description Unit

Estimated Quantities

C

U se rs \R

D

EA

Q U

IN

\D ow nl oa ds

SD

F

TB

L B C B

0( 1)

S O

Q .x ls m

]S he et

STATE PROJECT

B1SD FTBL BCB 10(1)SD

SHEET

NUMBER

02/17/2022

Sheet and Description

B3 B3 B3 B4 B5 B5 B6

Survey and Staking

Summary

Drainage Summary

Erosion Control

Summary

Surfacing Summary

Grading Summary

Signing Summary

Miscellaneous Summary Allowance Bid Schedule

A0390 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 174 11 185

A0400 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 1 1

A0410 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 3 3

A0420 60211-0700 END SECTION FOR 21-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 4 4

A0430 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 8 8

A0440 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 2 2

A0450 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 205 45 250

A0460 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 64 6 70

A0470 61903-0600 CATTLE GUARD, 22 FEET EACH 1 1

A0480 61920-2000 REMOVE AND RESET GATE EACH 2 2

A0490 61921-1000 REMOVE AND RESET FENCE LNFT 50 5 55

A0500 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0510 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0520 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40

A0530 62301-0000 GENERAL LABOR HOUR 60

A0540 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

A0550 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL

MONITOR) HOUR 20

A0560 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A0570 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 5.3 0.3 5.6

A0580 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 1.3 0.1 1.4

A0590 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 6.6 0.4 7.0

A0600 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 6.6 0.4 7.0

A0610 63301-0000 SIGN SYSTEM EACH 17 17

A0620 63308-2000 OBJECT MARKER, TYPE 2 EACH 78 78

A0630 63316-1000 REMOVE AND RESET SIGN EACH 9 9

A0640 63403-0200 PAVEMENT MARKINGS, TYPE B SQFT 45 5 50

A0650 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

C

U se rs \R

D

EA

Q U

IN

\D ow nl oa ds

SD

F

TB

L B C B

0( 1)

S O

Q .x ls m

]S he et

2)

Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

-F eb -2

2:

P M

MileStone: 100% Submittal (Updated 2/16/2022) Date Completed: 02/16/22 Report Date: 02/16/22

STATE PROJECT

B2SD FTBL BCB 10(1)SD

SHEET

NUMBER

SUMMARIES

MISCELLANEOUS

B5

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

Remove page A-1 of the Invitation for Bid and replace with the attached page A-1 dated 2/17/2022.

Remove pages A-6 through A-11 and replace with the attached pages A-6 through A-11 dated 2/17/2022.

Remove pages E-29 and E-30 and replace with the attached pages E-29 and E-30 dated 2/17/2022.

PLAN SHEETS

Remove plan sheets B1, B2, and B5 and replace with attached plan sheets B1, B2, and B5 dated 2/17/2022.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JOSEPHINE HELMS