A001_MT_DOD_16(54)_Minuteman_Missile_Base_Roads.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)

A001 05/31/2016 N/A MT DOD 16(54)

Minuteman Missile Base Roads

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

DTFH70-16-B-00013

9B. DATED (SEE ITEM 11)

05/23/2016

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.)

MT DOD 16(54), Minuteman Missile Base Roads

Amendment A001 is issued to revise the following:

BID SCHEDULE

Page A-8 Revises Line Item A0120 to include the description.

NOTICE TO BIDDERS:

Please submit revised pages A-7 through A-16 with your bid.

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

A - 7

Bidder 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

MT DOD 16(54), Minuteman Missile Base Roads

Schedule A Account: ALL

Project No: MT DOD 16(54)

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15201-0000 Line A0040 ALL LPSM $

15301-0000 Line A0060 ALL LPSM $

15401-0000 Line A0080 ALL LPSM $

15501-0000 Line A0100 ALL LPSM $

15705-1300 Line A0120 230 LNFT $ $

15705-1400 Line A0140 4,700 LNFT $ $

15801-0000 Line A0160 5,000 MGAL $ $

20101-0000 Line A0180 1.6 ACRE (CQ) $ $

20301-1900 Line A0200 2 EACH $ $

20302-0800 Line A0220 2,350 LNFT $ $

20401-0000 Line A0240 655 CUYD (CQ) $ $

20402-0000 Line A0260 2,000 CUYD $ $

20404-0000 Line A0280 15,500 TON $ $

20411-0000 Line A0300 10,000 TON $ $

20701-0300 Line A0320 3,500 SQYD $ $

20703-2000 Line A0340 3,200 SQYD $ $

25101-0200 Line A0360 60 CUYD $ $

25101-0200 Line A0380 330 CUYD $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP HEADWALL)

SUBEXCAVATION

UNCLASSIFIED BORROW

SELECT BORROW

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF PIPE CULVERT (E-04 ROAD)

REMOVAL OF FENCE, BARBED WIRE

ROADWAY EXCAVATION

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (NONWOVEN) (SUBEXCAVATION)

GEOGRID, STABILIZATION

PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)

Schedule Total: ________________________

Submitted by: _________________________

[A001]

A-08

B I D S C H E D U L E

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25101-0200 Line A0400 700 CUYD $ $

25101-0200 Line A0420 25 CUYD $ $

25101-0300 Line A0440 300 CUYD $ $

30202-2000 Line A0460 2,500 TON $ $

30302-6000 Line A0480 216,480 LNFT (CQ) $ $

31103-3000 Line A0500 124,250 TON $ $

31110-0000 Line A0520 2,125 TON $ $

60201-0800 Line A0540 140 LNFT $ $

60201-1200 Line A0560 160 LNFT $ $

60201-1400 Line A0580 200 LNFT $ $

60201-2500 Line A0600 120 LNFT $ $

60202-0500 Line A0620 100 LNFT $ $

60202-0600 Line A0640 80 LNFT $ $

60202-0800 Line A0660 130 LNFT $ $

60202-1800 Line A0680 180 LNFT $ $

60704-0000 Line A0700 13 EACH $ $

60705-0000 Line A0720 8 EACH $ $

61901-0900 Line A0740 2,425 LNFT $ $

61903-0700 Line A0760 4 EACH $ $

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

PLACED RIPRAP, METHOD A, CLASS 2 (SLOPE ARMOR)

PLACED RIPRAP, METHOD A, CLASS 2 (BANK PROTECTION)

STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IMPORTED AGGREGATE (E ROADS)

CALCIUM CHLORIDE

24-INCH PIPE CULVERT

48-INCH PIPE CULVERT

60-INCH PIPE CULVERT

144-INCH PIPE CULVERT

PLACED RIPRAP, METHOD A, CLASS 3 (APRON)

ROADWAY AGGREGATE, METHOD 2 (E ROADS)

ROADWAY RECONDITIONING

FENCE, BARBED WIRE, 4 STRAND

CATTLE GUARD, 24 FEET

108-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

CLEANING CULVERT IN PLACE

REPAIRING DRAINAGE STRUCTURE

A-09

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61921-1000 Line A0780 75 LNFT $ $

62201-0300 Line A0800 40 HOUR $ $

62201-0550 Line A0820 50 HOUR $ $

62201-2050 Line A0840 40 HOUR $ $

62201-2850 Line A0860 40 HOUR $ $

62301-0000 Line A0880 40 HOUR $ $

62406-0300 Line A0900 1.6 ACRE (CQ) $ $

62503-0000 Line A0920 7 SLRY $ $

63501-0000 Line A0940 ALL LPSM $

63509-1000 Line A0960 3,420 FXHR 45.00$ 153,900.00$

REMOVE AND RESET FENCE

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

ROLLER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

GENERAL LABOR

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

TURF ESTABLISHMENT

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, FLAGGER

A-10

A-11

Schedule B Account: ALL

Project No: MT DOD 16(54)

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line B0020 ALL LPSM $

15201-0000 Line B0040 ALL LPSM $

15301-0000 Line B0060 ALL LPSM $

15401-0000 Line B0080 ALL LPSM $

15501-0000 Line B0100 ALL LPSM $

15705-1300 Line B0120 230 LNFT $ $

15705-1400 Line B0140 4,850 LNFT $ $

15801-0000 Line B0160 6,200 MGAL $ $

20101-0000 Line B0180 1.6 ACRE (CQ) $ $

20301-1900 Line B0200 2 EACH $ $

20302-0800 Line B0220 2,350 LNFT $ $

20401-0000 Line B0240 655 CUYD (CQ) $ $

20402-0000 Line B0260 2,000 CUYD $ $

20404-0000 Line B0280 15,500 TON $ $

20411-0000 Line B0300 10,000 TON $ $

20701-0300 Line B0320 3,500 SQYD $ $

20703-2000 Line B0340 3,200 SQYD $ $

25101-0200 Line B0360 65 CUYD $ $

25101-0200 Line B0380 330 CUYD $ $

Schedule Total: ________________________

Submitted by: _________________________

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (NONWOVEN) (SUBEXCAVATION)

GEOGRID, STABILIZATION

PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP HEADWALL)

SUBEXCAVATION

UNCLASSIFIED BORROW

SELECT BORROW

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF PIPE CULVERT (E-04 ROAD)

REMOVAL OF FENCE, BARBED WIRE

ROADWAY EXCAVATION

A-12

Schedule B Account: ALL

Project No: MT DOD 16(54)

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25101-0200 Line B0400 700 CUYD $ $

25101-0200 Line B0420 25 CUYD $ $

25101-0300 Line B0440 300 CUYD $ $

30202-2000 Line B0460 250 TON $ $

30202-2000 Line B0480 300 TON $ $

30202-2000 Line B0500 2,500 TON $ $

30302-6000 Line B0520 270,600 LNFT (CQ) $ $

31103-3000 Line B0540 7,500 TON $ $

31103-3000 Line B0560 18,900 TON $ $

31103-3000 Line B0580 124,250 TON $ $

31110-0000 Line B0600 2,575 TON $ $

60201-0800 Line B0620 140 LNFT $ $

60201-1000 Line B0640 160 LNFT $ $

60201-1200 Line B0660 160 LNFT $ $

60201-1400 Line B0680 200 LNFT $ $

60201-2500 Line B0700 120 LNFT $ $

60202-0500 Line B0720 100 LNFT $ $

60202-0600 Line B0740 80 LNFT $ $

60202-0800 Line B0760 130 LNFT $ $

36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

60-INCH PIPE CULVERT

144-INCH PIPE CULVERT

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IMPORTED AGGREGATE (D ROADS)

STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IMPORTED AGGREGATE (E ROADS)

CALCIUM CHLORIDE

PLACED RIPRAP, METHOD A, CLASS 3 (APRON)

ROADWAY AGGREGATE, METHOD 2 (B ROADS)

ROADWAY AGGREGATE, METHOD 2 (D ROADS)

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

PLACED RIPRAP, METHOD A, CLASS 2 (SLOPE ARMOR)

PLACED RIPRAP, METHOD A, CLASS 2 (BANK PROTECTION)

ROADWAY AGGREGATE, METHOD 2 (E ROADS)

ROADWAY RECONDITIONING

STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IMPORTED AGGREGATE (B ROADS)

A-13

Schedule B Account: ALL

Project No: MT DOD 16(54)

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60202-1800 Line B0780 180 LNFT $ $

60704-0000 Line B0800 14 EACH $ $

60705-0000 Line B0820 11 EACH $ $

61901-0900 Line B0840 2,425 LNFT $ $

61903-0700 Line B0860 4 EACH $ $

61921-1000 Line B0880 75 LNFT $ $

62201-0300 Line B0900 40 HOUR $ $

62201-0550 Line B0920 50 HOUR $ $

62201-2050 Line B0940 40 HOUR $ $

62201-2850 Line B0960 40 HOUR $ $

62301-0000 Line B0980 40 HOUR $ $

62406-0300 Line B1000 1.6 ACRE (CQ) $ $

62503-0000 Line B1020 7 SLRY $ $

63501-0000 Line B1040 ALL LPSM $

63509-1000 Line B1060 4,000 FXHR 45.00$ 180,000.00$

GENERAL LABOR

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

TURF ESTABLISHMENT

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, FLAGGER

CATTLE GUARD, 24 FEET

REMOVE AND RESET FENCE

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

ROLLER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

108-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

CLEANING CULVERT IN PLACE

REPAIRING DRAINAGE STRUCTURE

FENCE, BARBED WIRE, 4 STRAND

A-14

Schedule C Account: ALL

Project No: MT DOD 16(54)

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line C0020 ALL LPSM $

15201-0000 Line C0040 ALL LPSM $

15301-0000 Line C0060 ALL LPSM $

15401-0000 Line C0080 ALL LPSM $

15501-0000 Line C0100 ALL LPSM $

15705-1300 Line C0120 280 LNFT $ $

15705-1400 Line C0140 5,150 LNFT $ $

15801-0000 Line C0160 6,500 MGAL $ $

20101-0000 Line C0180 1.6 ACRE (CQ) $ $

20301-1900 Line C0200 2 EACH $ $

20302-0800 Line C0220 2,350 LNFT $ $

20401-0000 Line C0240 655 CUYD (CQ) $ $

20402-0000 Line C0260 2,000 CUYD $ $

20404-0000 Line C0280 15,500 TON $ $

20411-0000 Line C0300 10,000 TON $ $

20701-0300 Line C0320 3,500 SQYD $ $

20703-2000 Line C0340 3,200 SQYD $ $

25101-0200 Line C0360 65 CUYD $ $

25101-0200 Line C0380 340 CUYD $ $

Schedule Total: ________________________

Submitted by: _________________________

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (NONWOVEN) (SUBEXCAVATION)

GEOGRID, STABILIZATION

PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP HEADWALL)

SUBEXCAVATION

UNCLASSIFIED BORROW

SELECT BORROW

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF PIPE CULVERT (E-04 ROAD)

REMOVAL OF FENCE, BARBED WIRE

ROADWAY EXCAVATION

A-15

Schedule C Account: ALL

Project No: MT DOD 16(54)

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25101-0200 Line C0400 700 CUYD $ $

25101-0200 Line C0420 25 CUYD $ $

25101-0300 Line C0440 300 CUYD $ $

30202-2000 Line C0460 250 TON $ $

30202-2000 Line C0480 525 TON $ $

30202-2000 Line C0500 2,500 TON $ $

30302-6000 Line C0520 281,741 LNFT (CQ) $ $

31103-3000 Line C0540 7,500 TON $ $

31103-3000 Line C0560 25,250 TON $ $

31103-3000 Line C0580 124,250 TON $ $

31110-0000 Line C0600 2,685 TON $ $

60201-0800 Line C0620 220 LNFT $ $

60201-1000 Line C0640 160 LNFT $ $

60201-1100 Line C0660 40 LNFT $ $

60201-1200 Line C0680 160 LNFT $ $

60201-1400 Line C0700 200 LNFT $ $

60201-2500 Line C0720 120 LNFT $ $

60202-0500 Line C0740 100 LNFT $ $

60202-0600 Line C0760 80 LNFT $ $

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

48-INCH PIPE CULVERT

60-INCH PIPE CULVERT

144-INCH PIPE CULVERT

STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IMPORTED AGGREGATE (D ROADS)

STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IMPORTED AGGREGATE (E ROADS)

CALCIUM CHLORIDE

PLACED RIPRAP, METHOD A, CLASS 3 (APRON)

ROADWAY AGGREGATE, METHOD 2 (B ROADS)

ROADWAY AGGREGATE, METHOD 2 (D ROADS)

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

42-INCH PIPE CULVERT

PLACED RIPRAP, METHOD A, CLASS 2 (SLOPE ARMOR)

PLACED RIPRAP, METHOD A, CLASS 2 (BANK PROTECTION)

ROADWAY AGGREGATE, METHOD 2 (E ROADS)

ROADWAY RECONDITIONING

STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IMPORTED AGGREGATE (B ROADS)

A-16

Schedule C Account: ALL

Project No: MT DOD 16(54)

Name: Minuteman Missile Base Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60202-0800 Line C0780 130 LNFT $ $

60202-0900 Line C0800 45 LNFT $ $

60202-1800 Line C0820 180 LNFT $ $

60704-0000 Line C0840 16 EACH $ $

60705-0000 Line C0860 11 EACH $ $

61901-0900 Line C0880 2,425 LNFT $ $

61903-0700 Line C0900 4 EACH $ $

61921-1000 Line C0920 75 LNFT $ $

62201-0300 Line C0940 40 HOUR $ $

62201-0550 Line C0960 50 HOUR $ $

62201-2050 Line C0980 40 HOUR $ $

62201-2850 Line C1000 40 HOUR $ $

62301-0000 Line C1020 40 HOUR $ $

62406-0300 Line C1040 1.6 ACRE (CQ) $ $

62503-0000 Line C1060 7 SLRY $ $

63501-0000 Line C1080 ALL LPSM $

63509-1000 Line C1100 4,380 FXHR 45.00$ 197,100.00$

TEMPORARY TRAFFIC CONTROL, FLAGGER

ROLLER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

GENERAL LABOR

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

TURF ESTABLISHMENT

TEMPORARY TRAFFIC CONTROL

REPAIRING DRAINAGE STRUCTURE

FENCE, BARBED WIRE, 4 STRAND

CATTLE GUARD, 24 FEET

REMOVE AND RESET FENCE

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

54-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

108-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

CLEANING CULVERT IN PLACE