SF30_A002.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

Page A - 5

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:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Amendment A002 11/20/18

Page A - 6

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

5.070 MILE $____________ $____________

A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

76 EACH $____________ $____________

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

27 EACH $____________ $____________

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

5.070 MILE $____________ $____________

A0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

12,750 LNFT $____________ $____________

A0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0220 20101-0000 CLEARING AND GRUBBING

18.4 ACRE $____________ $____________

A0240 20301-2400 REMOVAL OF SIGN

50 EACH $____________ $____________

A0260 20302-0200 REMOVAL OF CURB

1,225 LNFT $____________ $____________

A0280 20302-0500 REMOVAL OF CURB, CONCRETE

330 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 7

A0300 20302-0700 REMOVAL OF FENCE

70 LNFT $____________ $____________

A0320 20302-2100 REMOVAL OF PIPE CULVERT

1,830 LNFT $____________ $____________

A0340 20303-3600 REMOVAL OF WALL

17 SQYD $____________ $____________

A0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A0380 20401-0000 ROADWAY EXCAVATION

23,000 CUYD $____________ $____________

A0400 20441-0000 WASTE

11,300 CUYD $____________ $____________

A0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

870 SQYD $____________ $____________

A0480 30101-0000 AGGREGATE BASE (Arroyo Crossings)

1,200 TON $____________ $____________

A0500 30101-0000 AGGREGATE BASE

33,000 TON $____________ $____________

A0520 30402-1000 FULL DEPTH RECLAMATION, METHOD 1

73,045 SQYD $____________ $____________

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

22,000 TON $____________ $____________

A0600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (Arroyo

Crossings)

900 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 8

A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

220 TON $____________ $____________

A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 (Arroyo Crossings)

9 TON $____________ $____________

A0680 40601-0000 FOG SEAL (Arroyo Crossings)

3 TON $____________ $____________

A0700 40601-0000 FOG SEAL

53.00 TON $____________ $____________

A0720 41101-1000 PRIME COAT, METHOD 1

190.00 TON $____________ $____________

A0740 41101-1000 PRIME COAT, METHOD 1 (Arroyo Crossings)

8 TON $____________ $____________

A0760 41105-0000 BLOTTER

880 TON $____________ $____________

A0780 41201-0000 TACK COAT (Arroyo Crossings)

2 TON $____________ $____________

A0800 41201-0000 TACK COAT

45.00 TON $____________ $____________

A0820 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH (Driveway @ ST 338+04

Colored)

4 SQYD $____________ $____________

A0840 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT (Including Wingwalls)

1 EACH $____________ $____________

A0860 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT (Including Wingwalls)

1 EACH $____________ $____________

A0880 60201-0400 12-INCH PIPE CULVERT

55 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 9

A0900 60201-0800 24-INCH PIPE CULVERT

535 LNFT $____________ $____________

A0920 60201-0900 30-INCH PIPE CULVERT

745 LNFT $____________ $____________

A0940 60201-1000 36-INCH PIPE CULVERT

970 LNFT $____________ $____________

A0960 60201-1100 42-INCH PIPE CULVERT

95 LNFT $____________ $____________

A0980 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

A1000 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

14 EACH $____________ $____________

A1020 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

15 EACH $____________ $____________

A1040 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

16 EACH $____________ $____________

A1060 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

2 EACH $____________ $____________

A1080 60403-0000 INLET

1 EACH $____________ $____________

A1100 60409-0000 INLET TOP, METAL FRAME AND GRATE

1 EACH $____________ $____________

A1120 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

6,500 LNFT $____________ $____________

A1140 60906-1000 GUTTER, CONCRETE

1,150 SQYD $____________ $____________

A1160 61106-0000 FIRE HYDRANT

8 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 10

A1180 61108-1000 ADJUST WATER VALVE

66 EACH $____________ $____________

A1200 61509-0000 DETECTABLE WARNING PANELS

100 SQYD $____________ $____________

A1220 61801-0000 CONCRETE BARRIER (Precast; Type 32)

2,100 LNFT $____________ $____________

A1240 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

A1260 61921-1000 REMOVE AND RESET FENCE

900 LNFT $____________ $____________

A1280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

A1300 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

30 HOUR $____________ $____________

A1320 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

30 HOUR $____________ $____________

A1340 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

A1360 62301-0000 GENERAL LABOR

70 HOUR $____________ $____________

A1380 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

30 HOUR $____________ $____________

A1400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

45 HOUR $____________ $____________

A1420 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

6.0 ACRE $____________ $____________

A1440 62510-2000 SEEDING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 11

A1460 62515-2000 MULCHING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

A1480 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

27,384 SQYD $____________ $____________

A1500 63301-0000 SIGN SYSTEM

143 EACH $____________ $____________

A1520 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign)

4 EACH $____________ $____________

A1540 63309-0100 DELINEATOR, TYPE 1

80 EACH $____________ $____________

A1560 63316-1000 REMOVE AND RESET SIGN

57 EACH $____________ $____________

A1580 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

56.0 MILE $____________ $____________

A1600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A1620 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

104 EACH $____________ $____________

A002 A1640 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER

3,700 HOUR $____________ $____________

A002 A1641 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,700 HOUR $____________ $____________

A1660 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,850 HOUR $____________ $____________

A1680 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

37 WEEK $____________ $____________

A1700 64604-3000 FIXTURE, PEDESTRIAN RAILING

1,415 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 12

A1720 64620-0000 REMOVE AND RESET (Tire Shedder)

1 EACH $____________ $____________

A1740 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post)

22 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 13

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

5.070 MILE $____________ $____________

B0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

76 EACH $____________ $____________

B0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

27 EACH $____________ $____________

B0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

5.070 MILE $____________ $____________

B0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

B0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

12,750 LNFT $____________ $____________

B0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B0220 20101-0000 CLEARING AND GRUBBING

18.4 ACRE $____________ $____________

B0240 20301-2400 REMOVAL OF SIGN

50 EACH $____________ $____________

B0260 20302-0200 REMOVAL OF CURB

1,225 LNFT $____________ $____________

B0280 20302-0500 REMOVAL OF CURB, CONCRETE

330 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 14

B0300 20302-0700 REMOVAL OF FENCE

70 LNFT $____________ $____________

B0320 20302-2100 REMOVAL OF PIPE CULVERT

1,830 LNFT $____________ $____________

B0340 20303-3600 REMOVAL OF WALL

17 SQYD $____________ $____________

B0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

B0380 20401-0000 ROADWAY EXCAVATION

24,000 CUYD $____________ $____________

B0400 20441-0000 WASTE

11,900 CUYD $____________ $____________

B0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

870 SQYD $____________ $____________

B0440 30101-0000 AGGREGATE BASE

34,150 TON $____________ $____________

B0480 30402-1000 FULL DEPTH RECLAMATION, METHOD 1

73,045 SQYD $____________ $____________

B0500 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

22,000 TON $____________ $____________

B0540 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

220 TON $____________ $____________

B0580 40601-0000 FOG SEAL

53.00 TON $____________ $____________

B0600 41101-1000 PRIME COAT, METHOD 1

190.00 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 15

B0620 41105-0000 BLOTTER

880 TON $____________ $____________

B0640 41201-0000 TACK COAT

45.00 TON $____________ $____________

B0660 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH (Driveway @ ST 338+04

Colored)

4 SQYD $____________ $____________

B0680 50101-2700 MINOR CONCRETE PAVEMENT, PLAIN, 7-INCH DEPTH

5,500 SQYD $____________ $____________

B0700 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT (Including Wingwalls)

1 EACH $____________ $____________

B0720 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT (Including Wingwalls)

1 EACH $____________ $____________

B0740 60201-0400 12-INCH PIPE CULVERT

55 LNFT $____________ $____________

B0760 60201-0800 24-INCH PIPE CULVERT

535 LNFT $____________ $____________

B0780 60201-0900 30-INCH PIPE CULVERT

745 LNFT $____________ $____________

B0800 60201-1000 36-INCH PIPE CULVERT

970 LNFT $____________ $____________

B0820 60201-1100 42-INCH PIPE CULVERT

95 LNFT $____________ $____________

B0840 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

B0860 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

14 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 16

B0880 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

15 EACH $____________ $____________

B0900 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

16 EACH $____________ $____________

B0920 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

2 EACH $____________ $____________

B0940 60403-0000 INLET

1 EACH $____________ $____________

B0960 60409-0000 INLET TOP, METAL FRAME AND GRATE

1 EACH $____________ $____________

B0980 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

6,500 LNFT $____________ $____________

B1000 60906-1000 GUTTER, CONCRETE

1,150 SQYD $____________ $____________

B1020 61106-0000 FIRE HYDRANT

8 EACH $____________ $____________

B1040 61108-1000 ADJUST WATER VALVE

66 EACH $____________ $____________

B1060 61509-0000 DETECTABLE WARNING PANELS

100 SQYD $____________ $____________

B1080 61801-0000 CONCRETE BARRIER (Precast; Type 32)

2,100 LNFT $____________ $____________

B1100 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

B1120 61921-1000 REMOVE AND RESET FENCE

900 LNFT $____________ $____________

B1140 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 17

B1160 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

30 HOUR $____________ $____________

B1180 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

30 HOUR $____________ $____________

B1200 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

B1220 62301-0000 GENERAL LABOR

70 HOUR $____________ $____________

B1240 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

30 HOUR $____________ $____________

B1260 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

45 HOUR $____________ $____________

B1280 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

6.0 ACRE $____________ $____________

B1300 62510-2000 SEEDING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

B1320 62515-2000 MULCHING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

B1340 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

27,384 SQYD $____________ $____________

B1360 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign)

4 EACH $____________ $____________

B1380 63301-0000 SIGN SYSTEM

143 EACH $____________ $____________

B1400 63309-0100 DELINEATOR, TYPE 1

80 EACH $____________ $____________

B1420 63316-1000 REMOVE AND RESET SIGN

57 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 18

B1440 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

56.0 MILE $____________ $____________

B1460 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

B1480 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

104 EACH $____________ $____________

A002 B1500 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER

3,700 HOUR $____________ $____________

A002 B1510 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,700 HOUR $____________ $____________

B1520 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,850 HOUR $____________ $____________

B1540 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

37 WEEK $____________ $____________

B1560 64604-3000 FIXTURE, PEDESTRIAN RAILING

1,415 LNFT $____________ $____________

B1580 64620-0000 REMOVE AND RESET (Tire Shedder)

1 EACH $____________ $____________

B1600 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post)

22 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 19

Y0020 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

210 LNFT $____________ $____________

Y0040 20401-0000 ROADWAY EXCAVATION

1,000 CUYD $____________ $____________

Y0060 30101-0000 AGGREGATE BASE

850 TON $____________ $____________

Y0120 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

730 TON $____________ $____________

Y0140 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

8 TON $____________ $____________

Y0180 40601-0000 FOG SEAL

2 TON $____________ $____________

Y0200 41101-1000 PRIME COAT, METHOD 1

5 TON $____________ $____________

Y0220 41201-0000 TACK COAT

2 TON $____________ $____________

Y0240 60915-1000 WHEELSTOP, CONCRETE

12 EACH $____________ $____________

Y0260 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

0.2 ACRE $____________ $____________

Y0280 62510-2000 SEEDING, HYDRAULIC METHOD

0.2 ACRE $____________ $____________

Y0300 62515-2000 MULCHING, HYDRAULIC METHOD

0.2 ACRE $____________ $____________

Y0320 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

1,900 SQYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 20

Y0340 63301-0000 SIGN SYSTEM

5 EACH $____________ $____________

Y0360 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

1.6 MILE $____________ $____________

Y0380 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

11 EACH $____________ $____________

Y0400 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 21

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 7)

Schedule Y - Option(Page A - 20)

Total - Schedules

Schedule Bid Total

Schedule B - Base(Page A - 14)

Schedule Y - Option(Page A - 20)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:NM FLAP 100(1)

Project Name:Soledad Canyon Road

E-42

NM FLAP 100(1)

Soledad Canyon Road

Section 703. — AGGREGATE

703.01 Add the following:

703.01 Fine Aggregate for Concrete.

(c) Sand equivalent value, AASHTO T 176, 75 min.

Alternate Method No. 2

703.05 Subbase, Base, and Surface Course Aggregate.

(a) General. Delete the following:

(3) Durability index (coarse), AASHTO T 210 35 min.

(4) Durability index (fine), AASHTO T 210 35 min.

Section 704. – SOIL

704.04 Structural Backfill. Delete line (c) and add the following:

(c) Plastic index, AASHTO R 58 and T 90 6 max.

(d) Liquid limit, AASHTO R 58 and T 89 30 max.

Section 705. — ROCK

705.01 Gabion and Revet Mattress Rock. Delete the following:

(a) Coarse durability index, AASHTO T 210 50 min.

Section 713. — ROADSIDE IMPROVEMENT MATERIAL

713.04 Seed. Add the following:

Use the following seed mix:

The seed mix will be provided by the County and the BLM.

11/20/2018

E-43

Soledad Canyon Road

Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL

718.01 Retroreflective Sheeting. Add the following:

Furnish fluorescent type sheeting for all signs and all devices specifying an orange or a yellow background.

Section 725. — MISCELLANEOUS MATERIAL

725.04 Pozzolans. Delete line (a) and substitute the following:

(a) Fly ash. Conform to AASHTO M 295 4.5 percent max Class C or Class F.

When used to mitigate alkali-silica reactivity, also available alkalies as equivalent Na2O

725.19 Water Systems Materials. New Section:

(a) General. All utility materials shall adhere to the applicable requirements of the New Mexico Standard Specifications for Public Works Construction (NMSSPWC) as referenced, added to, or modified here or the Plans for utility relocation and construction.

(b) Cover plate. Cast iron or steel. Size to match existing valve box opening in order to provide a soil tight seal to prevent dirt, debris and rock from entering the valve box during construction and to aid in locating the valves.

(c) Valve box and cover. Cast iron, 5-1/4” diameter minimum barrel screw type. Valve boxes shall be installed on all buried valves. The box shall be coal tar painted by the manufacturer using its standard. The cover shall have the word “WATER” cast in it.

(d) Fire hydrant. Fire hydrants shall conform to AWWA C502, traffic type, and shall be of standard manufacture and of a pattern approved by the water purveyor. Fire hydrants shall have one 5 1/4 inch diameter valve opening; 6 inch mechanical joint inlet connection; two 2 ½ inch hose nozzle connections; and one 4 ½ inch steamer nozzle with National Standard Fire Hose Coupling Screw Threads. Fire hydrants shall have a bronze or cast iron, pentagon, operating nut, be designed for 150 psi working pressure service, and have a normal bury of 4 to 4 ½ feet unless field conditions require a deeper bury, in which case extensions will be used so as to bring the bottom of the break-off flange 2 to 8 inches above the top of finish grade.

Fire hydrants shall be installed in accordance with the Contract Plans and details.

E-44

Soledad Canyon Road

Fire hydrant pipe connections and all fittings shall be fully restrained using mechanical restraints.

Fire hydrants shall be painted to match the color of existing fire hydrants.

Blue hydrant reflectors shall be installed in the center of the street fronting all hydrants.

Tracer wire shall be installed and connected to existing tracer wire. Wire shall be APWA blue color, HDPE jacketed and rated for direct bury. Manufacturer approved buried splice kits shall be used.

725.20 Detectable Warning Surfaces New Section:

(a) General. Obtain a list of approved Suppliers from the New Mexico Department of Transportations Approved Products List. The detectable warning surface panel shall have the truncated dome shape shown on the Plans. Stamped or imprinted concrete systems will not be allowed.

Type of detectable warning surface shall be based on the sidewalk material, and approved by the CO.

(b) Color Contrast. Provide a light colored Material on a dark surface or a dark colored Material on a light surface to contrast with adjacent walking surfaces.

Use a uniform color over the entire surface that is homogenous throughout the thickness of the Material, as approved by the Project Manager.

Should a concern arise over the color contrast, the Contractor will coordinate with the CO for color contrast guidance.

725.21 Mailbox Support System New Section:

(a) General. Provide steel reinforcement in accordance with Section 555, “Steel Structures.”

Provide anchor bolts for mailbox installations in accordance with ASTM A 307 Grade A steel.

Provide zinc coated anchor nuts and bolts conforming to ASTM A 307 or stainless steel nuts and bolts conforming to ASTM A 193.

All hardware shall meet FHWA crashworthiness requirements as per NCHRP 350 guidelines and shall be on the New Mexico Department of Transportation’s approved product list.

Steel post shall be 2” O.D. Steel Post with minimum 1/16” wall thickness.

Sheet and Description

8 9 12 13 14 15 16 17 18 19 0

Removals Surf.

Curb &

Gutter, TTC, PED

Railing &

Barrier

Grading, EROS.

CONT.

SEED &

MULCH,

CLEAR &

GRUB

Utilities, Adjustments

& Relocation

Draina ge

Perm

Sign

Perm

Sign

Perm Sign & pavement

Markings

Riprap, Delineators &

Detectable

Warnings

Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 5.070

A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 76

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 27 27

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 5.070

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 12,140 610 12,750

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 17.9 0.5 18.4

A0240 20301-2400 REMOVAL OF SIGN EACH 50 50

A0260 20302-0200 REMOVAL OF CURB LNFT 1,169 56 1,225

A0280 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 317 13 330

A0300 20302-0700 REMOVAL OF FENCE LNFT 67 3 70

A0320 20302-2100 REMOVAL OF PIPE CULVERT LNFT 1,740 90 1,830

A0340 20303-3600 REMOVAL OF WALL SQYD 16 1 17

A0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

A0380 20401-0000 ROADWAY EXCAVATION CUYD 20,888 2,112 23,000

A0400 20441-0000 WASTE CUYD 10,771 529 11,300

A0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 829 41 870

A0480 30101-0000 AGGREGATE BASE (Arroyo Crossings) TON 1,117 83 1,200

A0500 30101-0000 AGGREGATE BASE TON 31,376 1,624 33,000

A0520 30402-1000 FULL DEPTH RECLAMATION, METHOD 1 SQYD 69,573 3,472 73,045

A0580 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 21,338 662 22,000

A0600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO

<3 MILLION ESAL (Arroyo Crossings) TON 877 23 900

A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 213 7 220

A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 (Arroyo Crossings) TON 9 9

A0680 40601-0000 FOG SEAL (Arroyo Crossings) TON 2 1 3

A0700 40601-0000 FOG SEAL TON 50.08 2.92 53.00

A0720 41101-1000 PRIME COAT, METHOD 1 TON 179.07 10.93 190.00

A0740 41101-1000 PRIME COAT, METHOD 1 (Arroyo Crossings) TON 7 1 8

A0760 41105-0000 BLOTTER TON 880

A0780 41201-0000 TACK COAT (Arroyo Crossings) TON 2 2

A0800 41201-0000 TACK COAT TON 41.16 3.84 45.00

MileStone: Amendment A001

Amendment Review Date: In Progress

Report Date: 11/20/18

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A

-N o v -2

:1

A

M

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities C

U s e rs

\s m a rs h a l\

D o c u m e n ts

W

O R K \C

F L H

D \S o le d a d

P o s t

D e s ig n S e rv ic e s \N e w

E s ti m a te s s u m m a ry

C o p y .x ls m

]S h e e t

STATE PROJECT

B1NM FLAP 100(1)NM

SHEET

NUMBER

Removals Surf.

Curb &

Gutter, TTC, PED

Railing &

Barrier

Grading, EROS.

CONT.

SEED &

MULCH,

CLEAR &

GRUB

Utilities, Adjustments

& Relocation

Draina ge

Perm

Sign

Perm

Sign

Perm Sign & pavement

Markings

Riprap, Delineators &

Detectable

Warnings

Allowance Bid

Schedule

A0820 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH

(Driveway @ ST 338+04 Colored) SQYD 4 4

A0840 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT

(Including Wingwalls) EACH 1 1

A0860 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

(Including Wingwalls) EACH 1 1

A0880 60201-0400 12-INCH PIPE CULVERT LNFT 51 4 55

A0900 60201-0800 24-INCH PIPE CULVERT LNFT 510 25 535

A0920 60201-0900 30-INCH PIPE CULVERT LNFT 710 35 745

A0940 60201-1000 36-INCH PIPE CULVERT LNFT 928 42 970

A0960 60201-1100 42-INCH PIPE CULVERT LNFT 90 5 95

A0980 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT EACH 1 1

A1000 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 14 14

A1020 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 15 15

A1040 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 16 16

A1060 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2

A1080 60403-0000 INLET EACH 1 1

A1100 60409-0000 INLET TOP, METAL FRAME AND GRATE EACH 1 1

A1120 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 6,191 309 6,500

A1140 60906-1000 GUTTER, CONCRETE SQYD 1,099 51 1,150

A1160 61106-0000 FIRE HYDRANT EACH 8 8

A1180 61108-1000 ADJUST WATER VALVE EACH 66 66

A1200 61509-0000 DETECTABLE WARNING PANELS SQYD 82 18 100

A1220 61801-0000 CONCRETE BARRIER (Precast; Type 32) LNFT 2,100 2,100

A1240 61920-2000 REMOVE AND RESET GATE EACH 1 1

A1260 61921-1000 REMOVE AND RESET FENCE LNFT 831 69 900

A1280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 30

A1300 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 30

A1320 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 30

A1340 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 30

A1360 62301-0000 GENERAL LABOR HOUR 70

A1380 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 30

A1400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 45

A1420 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 5.8 0.2 6.0

A1440 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 5.8 0.2 6.0

A1460 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 5.8 0.2 6.0

A1480 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 27,384

A1500 63301-0000 SIGN SYSTEM EACH 50 46 47 143

A1520 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign) EACH 4 4

A1540 63309-0100 DELINEATOR, TYPE 1 EACH 80 80

-N o v -2

:1

A

M

MileStone: Amendment A001

Amendment Review Date: In Progress

Report Date: 11/20/18

C

U s e rs

\s m a rs h a l\

D o c u m e n ts

W

O R K \C

F L H

D \S o le d a d

P o s t

D e s ig n S e rv ic e s \N e w

E s ti m a te s s u m m a ry

C o p y .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or

Determination of

Estimated Quantity

STATE PROJECT

B2NM FLAP 100(1)NM

SHEET

NUMBER

Removals Surf.

Curb &

Gutter, TTC, PED

Railing &

Barrier

Grading, EROS.

CONT.

SEED &

MULCH,

CLEAR &

GRUB

Utilities, Adjustments

& Relocation

Draina ge

Perm

Sign

Perm

Sign

Perm Sign & pavement

Markings

Riprap, Delineators &

Detectable

Warnings

Allowance Bid

Schedule

A1560 63316-1000 REMOVE AND RESET SIGN EACH 47 9 1 57

A1580 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 55.7 0.3 56.0

A1600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

A1620 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 104 104

A002 A1640 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER HOUR 3,700 3,700

A002 A1641 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,700 3,700

A1660 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,850 1,850

A1680 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR WEEK 37 37

A1700 64604-3000 FIXTURE, PEDESTRIAN RAILING LNFT 1,415 1,415

A1720 64620-0000 REMOVE AND RESET (Tire Shedder) EACH 1 1

A1740 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post) EACH 22 22

-N o v -2

:1

A

M

MileStone: Amendment A001

Amendment Review Date: In Progress

Report Date: 11/20/18

C

U s e rs

\s m a rs h a l\

D o c u m e n ts

W

O R K \C

F L H

D \S o le d a d

P o s t

D e s ig n S e rv ic e s \N e w

E s ti m a te s s u m m a ry

C o p y .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or

Determination of

Estimated Quantity

STATE PROJECT

B3NM FLAP 100(1)NM

SHEET

NUMBER

Removals Surf.

Curb &

Gutter, TTC, PED

Railing &

Barrier

Grading, EROS.

CONT.

SEED &

MULCH,

CLEAR &

GRUB

Utilities, Adjustments

& Relocation

Draina ge

Perm

Sign

Perm

Sign

Perm Sign & pavement

Markings

Riprap, Delineators &

Detectable

Warnings

Allowance Bid

Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 5.070

B0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 76

B0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 27 27

B0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 5.070

B0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0140 15401-0000 CONTRACTOR TESTING LPSM ALL

B0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 12,140 610 12,750

B0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B0220 20101-0000 CLEARING AND GRUBBING ACRE 17.9 0.5 18.4

B0240 20301-2400 REMOVAL OF SIGN EACH 50 50

B0260 20302-0200 REMOVAL OF CURB LNFT 1,169 56 1,225

B0280 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 317 13 330

B0300 20302-0700 REMOVAL OF FENCE LNFT 67 3 70

B0320 20302-2100 REMOVAL OF PIPE CULVERT LNFT 1,740 90 1,830

B0340 20303-3600 REMOVAL OF WALL SQYD 16 1 17

B0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

B0380 20401-0000 ROADWAY EXCAVATION CUYD 21,442 2,558 24,000

B0400 20441-0000 WASTE CUYD 11,325 575 11,900

B0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 829 41 870

B0440 30101-0000 AGGREGATE BASE TON 32,471 1,679 34,150

B0480 30402-1000 FULL DEPTH RECLAMATION, METHOD 1 SQYD 69,573 3,472 73,045

B0500 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 21,338 662 22,000

B0540 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 213 7 220

B0580 40601-0000 FOG SEAL TON 50.08 2.92 53.00

B0600 41101-1000 PRIME COAT, METHOD 1 TON 179.07 10.93 190.00

B0620 41105-0000 BLOTTER TON 880

B0640 41201-0000 TACK COAT TON 41.16 3.84 45.00

B0660 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH

(Driveway @ ST 338+04 Colored) SQYD 4 4

B0680 50101-2700 MINOR CONCRETE PAVEMENT, PLAIN, 7-INCH DEPTH SQYD 5,250 250 5,500

B0700 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT

(Including Wingwalls) EACH 1 1

B0720 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

(Including Wingwalls) EACH 1 1

B0740 60201-0400 12-INCH PIPE CULVERT LNFT 51 4 55

B0760 60201-0800 24-INCH PIPE CULVERT LNFT 510 25 535

SUMMARY OF QUANTITIES - Schedule B

A

M

E

N

D

Line

Item

No.

Pay Item

Number

C

U s e rs

\s m a rs h a l\

D o c u m e n ts

W

O R K \C

F L H

D \S o le d a d

P o s t

D e s ig n S e rv ic e s \N e w

E s ti m a te s s u m m a ry

C o p y .x ls m

]S h e e t

(4

Pay Item Description Unit

Estimated

Quantities

Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:1

A

M

MileStone: Amendment A001

Amendment Review Date: In Progress

Report Date: 11/20/18

STATE PROJECT

B4NM FLAP 100(1)NM

SHEET

NUMBER

Removals Surf.

Curb &

Gutter, TTC, PED

Railing &

Barrier

Grading, EROS.

CONT.

SEED &

MULCH,

CLEAR &

GRUB

Utilities, Adjustments

& Relocation

Draina ge

Perm

Sign

Perm

Sign

Perm Sign & pavement

Markings

Riprap, Delineators &

Detectable

Warnings

Allowance Bid

Schedule

B0780 60201-0900 30-INCH PIPE CULVERT LNFT 710 35 745

B0800 60201-1000 36-INCH PIPE CULVERT LNFT 928 42 970

B0820 60201-1100 42-INCH PIPE CULVERT LNFT 90 5 95

B0840 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT EACH 1 1

B0860 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 14 14

B0880 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 15 15

B0900 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 16 16

B0920 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2

B0940 60403-0000 INLET EACH 1 1

B0960 60409-0000 INLET TOP, METAL FRAME AND GRATE EACH 1 1

B0980 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 6,191 309 6,500

B1000 60906-1000 GUTTER, CONCRETE SQYD 1,099 51 1,150

B1020 61106-0000 FIRE HYDRANT EACH 8 8

B1040 61108-1000 ADJUST WATER VALVE EACH 66 66

B1060 61509-0000 DETECTABLE WARNING PANELS SQYD 82 18 100

B1080 61801-0000 CONCRETE BARRIER (Precast; Type 32) LNFT 2,100 2,100

B1100 61920-2000 REMOVE AND RESET GATE EACH 1 1

B1120 61921-1000 REMOVE AND RESET FENCE LNFT 831 69 900

B1140 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 30

B1160 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 30

B1180 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 30

B1200 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 30

B1220 62301-0000 GENERAL LABOR HOUR 70

B1240 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 30

B1260 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 45

B1280 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 5.8 0.2 6.0

B1300 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 5.8 0.2 6.0

B1320 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 5.8 0.2 6.0

B1340 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 27,384 27,384

B1360 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign) EACH 4 4

B1380 63301-0000 SIGN SYSTEM EACH 50 46 47 143

B1400 63309-0100 DELINEATOR, TYPE 1 EACH 80 80

B1420 63316-1000 REMOVE AND RESET SIGN EACH 47 9 1 57

B1440 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 55.7 0.3 56.0

B1460 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

B1480 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 104 104

A002 B1500 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER HOUR 3,700

A002 B1510 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,700 3,700

B1520 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,850 1,850

SUMMARY OF QUANTITIES - Schedule B

A

M

E

N

D

Line

Item

No.

Pay Item

Number

C

U s e rs

\s m a rs h a l\

D o c u m e n ts

W

O R K \C

F L H

D \S o le d a d

P o s t

D e s ig n S e rv ic e s \N e w

E s ti m a te s s u m m a ry

C o p y .x ls m

]S h e e t

(5

Pay Item Description Unit

Estimated

Quantities

Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:1

A

M

MileStone: Amendment A001

Amendment Review Date: In Progress

Report Date: 11/20/18

STATE PROJECT

B5NM FLAP 100(1)NM

SHEET

NUMBER

Removals Surf.

Curb &

Gutter, TTC, PED

Railing &

Barrier

Grading, EROS.

CONT.

SEED &

MULCH,

CLEAR &

GRUB

Utilities, Adjustments

& Relocation

Draina ge

Perm

Sign

Perm

Sign

Perm Sign & pavement

Markings

Riprap, Delineators &

Detectable

Warnings

Allowance Bid

Schedule

B1540 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR WEEK 37 37

B1560 64604-3000 FIXTURE, PEDESTRIAN RAILING LNFT 1,415 1,415

B1580 64620-0000 REMOVE AND RESET (Tire Shedder) EACH 1 1

B1600 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post) EACH 22 22

SUMMARY OF QUANTITIES - Schedule B

A

M

E

N

D

Line

Item

No.

Pay Item

Number

C

U s e rs

\s m a rs h a l\

D o c u m e n ts

W

O R K \C

F L H

D \S o le d a d

P o s t

D e s ig n S e rv ic e s \N e w

E s ti m a te s s u m m a ry

C o p y .x ls m

]S h e e t

(6

Pay Item Description Unit

Estimated

Quantities

Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:1

A

M

MileStone: Amendment A001

Amendment Review Date: In Progress

Report Date: 11/20/18

STATE PROJECT

B6NM FLAP 100(1)NM

SHEET

NUMBER

Bid Opening is extended to Thursday, November 29, 2018 at 1:00 MT

Remove pages A-5 through A-21 and replace with new pages A-5 through A-21 dated 11/20/2018.

Add pages E-43, E-44 and E-45 to Section E.

Remove pages B-1 through B-6 of the Plans and replace with the new pages B-1 through B-6 dated 11/20/2018.

*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: CONTRACT SPECIALIST NAME