A003.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

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:CO FLAP US50(1)

Project Name:Little Blue Creek Canyon

Amendment A003

A - 7

Contract Quantity Pay Items

41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK)

56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE)

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

4 EACH $____________ $____________

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

30 EACH $____________ $____________

A0100 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

2.392 MILE $____________ $____________

A0120 15236-2000 SURVEY CONTROL, GRADE FINISHING

4.510 MILE $____________ $____________

A0140 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0160 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0180 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0200 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL)

ALL LPSM $___LPSM_____ $____________

A0220 15701-0000 SOIL EROSION CONTROL (NON-STORMWATER CONTROL)

ALL LPSM $___LPSM_____ $____________

A0240 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 8

A0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0300 20101-0000 CLEARING AND GRUBBING

33.0 ACRE $____________ $____________

A0320 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

A0340 20301-0700 REMOVAL OF DELINEATOR

80 EACH $____________ $____________

A0360 20301-1100 REMOVAL OF GATE

4 EACH $____________ $____________

A0380 20301-1900 REMOVAL OF PIPE CULVERT

30 EACH $____________ $____________

A0400 20301-2400 REMOVAL OF SIGN

50 EACH $____________ $____________

A0420 20302-0700 REMOVAL OF FENCE

17,500 LNFT $____________ $____________

A0440 20302-1200 REMOVAL OF GUARDRAIL

4,800 LNFT $____________ $____________

A0460 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER

1,550 LNFT $____________ $____________

A0480 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 1)

30 SQYD $____________ $____________

A0500 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 2)

30 SQYD $____________ $____________

A0520 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 3)

5.0 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 9

A003 A0540 20401-0000 ROADWAY EXCAVATION

120,000 CUYD $____________ $____________

A0560 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

A0580 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

560 CUYD $____________ $____________

A0600 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

135 CUYD $____________ $____________

A0620 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

360 CUYD $____________ $____________

A0640 25112-2400 PARTIALLY GROUTED RIPRAP, METHOD B, CLASS 4

1,220 CUYD $____________ $____________

A0660 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

1,800 CUYD $____________ $____________

A0680 25210-0000 ROCKERY

4,800 SQFT $____________ $____________

A0700 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

300 SQYD $____________ $____________

A0720 25701-1000 CONTRACTOR FURNISHED GEOSYNTHETIC REINFORCED SOIL (GRS)

RETAINING WALL DESIGN

ALL LPSM $___LPSM_____ $____________

A0740 26001-0000 ROCK BOLT

820 LNFT $____________ $____________

A0760 26002-0000 ROCK DOWEL

4,700 LNFT $____________ $____________

A0780 26201-0000 GEOSYNTHETIC REINFORCED SOIL (GRS) RETAINING WALL

54,000 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 10

A0800 30101-0000 AGGREGATE BASE (CLASS 6)

38,000 TON $____________ $____________

A0860 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

14,100 TON $____________ $____________

A0880 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

140.0 TON $____________ $____________

A0920 40601-0000 FOG SEAL

22.0 TON $____________ $____________

A0940 41102-1000 PRIME COAT, METHOD 1

51,000 SQYD $____________ $____________

A0960 41105-0000 BLOTTER

75 TON $____________ $____________

A0980 41201-0000 TACK COAT

23.0 TON $____________ $____________

A1000 41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK)

549 SQYD $____________ $____________

A1020 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

2,500 SQYD $____________ $____________

A1040 55221-0000 REPAIR CONCRETE (CDOT DECK PATCHING)

5.0 CUYD $____________ $____________

A1060 55222-0000 REPAIR CONCRETE (CURB)

ALL LPSM $___LPSM_____ $____________

A1080 55603-1000 REMOVE AND RESET BRIDGE RAILING

ALL LPSM $___LPSM_____ $____________

A1100 56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE)

549 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 11

A1120 60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

5 EACH $____________ $____________

A1140 60201-0600 18-INCH PIPE CULVERT (CMP)

100 LNFT $____________ $____________

A1160 60201-0800 24-INCH PIPE CULVERT (CMP)

180 LNFT $____________ $____________

A1180 60201-1000 36-INCH PIPE CULVERT (CMP)

1,300 LNFT $____________ $____________

A1200 60201-1200 48-INCH PIPE CULVERT (CMP)

320 LNFT $____________ $____________

A1220 60201-1300 54-INCH PIPE CULVERT (CMP)

500 LNFT $____________ $____________

A1240 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (CMP)

4 EACH $____________ $____________

A1260 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CMP)

6 EACH $____________ $____________

A1280 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (CMP)

17 EACH $____________ $____________

A1300 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (CMP)

7 EACH $____________ $____________

A1320 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT (CMP)

1 EACH $____________ $____________

A1340 60212-1000 ELBOW, 36-INCH

3 EACH $____________ $____________

A1360 60212-1200 ELBOW, 48-INCH

1 EACH $____________ $____________

A1380 60403-0000 INLET (TYPE D)

16 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 12

A1400 60403-0000 INLET (VANE GRATE INLET)

1 EACH $____________ $____________

A1420 60501-0000 STANDARD UNDERDRAIN SYSTEM

2,500 LNFT $____________ $____________

A1440 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH (CMP)

2 EACH $____________ $____________

A1460 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

735 LNFT $____________ $____________

A1480 60908-1000 PAVED DITCH, ASPHALT

325 SQYD $____________ $____________

A1500 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A

50 LNFT $____________ $____________

A1520 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

7,000 LNFT $____________ $____________

A1540 61702-0000 TERMINAL SECTION (TYPE 3K)

1 EACH $____________ $____________

A1560 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

1 EACH $____________ $____________

A1580 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

2 EACH $____________ $____________

A1600 61702-1700 TERMINAL SECTION, TYPE MGS-BAT

1 EACH $____________ $____________

A1620 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3S)

100 LNFT $____________ $____________

A1640 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G)

50 LNFT $____________ $____________

A1660 61801-0000 CONCRETE BARRIER (TYPE 9 SINGLE SLOPE BARRIER)

780 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 13

A1680 61901-0000 FENCE (SNOW FENCE)

1,200 LNFT $____________ $____________

A1700 61901-0000 FENCE (WILDLIFE FRIENDLY)

17,800 LNFT $____________ $____________

A1720 61902-0000 GATE

5 EACH $____________ $____________

A1740 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

100 HOUR $____________ $____________

A1760 62201-0350 BACKHOE

40 HOUR $____________ $____________

A1780 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1800 62201-2750 MOTOR GRADER

60 HOUR $____________ $____________

A1820 62201-3000 HYDRAULIC EXCAVATOR

200 HOUR $____________ $____________

A1840 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1860 62302-0100 SPECIAL LABOR, SLOPE SCALING

1,100 HOUR $____________ $____________

A1880 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

60 HOUR $____________ $____________

A1900 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

100 HOUR $____________ $____________

A1920 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

71,000 SQYD $____________ $____________

A1940 62510-2000 SEEDING, HYDRAULIC METHOD

13.5 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 14

A1960 62515-2000 MULCHING, HYDRAULIC METHOD

13.5 ACRE $____________ $____________

A1980 62632-0000 PLANTINGS (WILLOW STAKES)

ALL LPSM $___LPSM_____ $____________

A2000 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

13,000 SQYD $____________ $____________

A2020 63301-0000 SIGN SYSTEM

45 EACH $____________ $____________

A2040 63309-0100 DELINEATOR, TYPE 1

130 EACH $____________ $____________

A2060 63309-0200 DELINEATOR, TYPE 2

5 EACH $____________ $____________

A2080 63309-0300 DELINEATOR, TYPE 3

85 EACH $____________ $____________

A2100 63326-0000 MUMBLE STRIP

2.5 MILE $____________ $____________

A2120 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID

4.40 MILE $____________ $____________

A2140 63412-0700 RECESSED PAVEMENT MARKINGS, TYPE D, SOLID

4.40 MILE $____________ $____________

A2160 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A2180 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

ALL LPSM $___LPSM_____ $____________

A2200 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

20 EACH $____________ $____________

A2220 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

1,050 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 15

A2240 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

450 EACH $____________ $____________

A2260 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

38 EACH $____________ $____________

A2280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

10 EACH $____________ $____________

A2300 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

A2320 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

A2340 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

6,000 LNFT $____________ $____________

A2360 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

A2380 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

4,000 SQFT $____________ $____________

A2400 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

23.0 MILE $____________ $____________

A2420 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

34,000 HOUR $____________ $____________

A2440 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

5,000 HOUR $____________ $____________

A2460 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH

9,100 SQYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US50(1)

A - 16

Contract Quantity Pay Items

41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK)

56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE)

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

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

B0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

14 EACH $____________ $____________

B0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

40 EACH $____________ $____________

B0100 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

4.419 MILE $____________ $____________

B0120 15236-2000 SURVEY CONTROL, GRADE FINISHING

8.564 MILE $____________ $____________

B0140 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

B0160 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0180 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0200 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL)

ALL LPSM $___LPSM_____ $____________

B0220 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL)

ALL LPSM $___LPSM_____ $____________

B0240 15701-0000 SOIL EROSION CONTROL (NON-STORMWATER CONTROL)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 17

B0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

B0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B0300 20101-0000 CLEARING AND GRUBBING

62.0 ACRE $____________ $____________

B0320 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

B0340 20301-0700 REMOVAL OF DELINEATOR

155 EACH $____________ $____________

B0360 20301-1100 REMOVAL OF GATE

4 EACH $____________ $____________

B0380 20301-1900 REMOVAL OF PIPE CULVERT

35 EACH $____________ $____________

B0400 20301-2400 REMOVAL OF SIGN

70 EACH $____________ $____________

B0420 20302-0700 REMOVAL OF FENCE

17,500 LNFT $____________ $____________

B0440 20302-1200 REMOVAL OF GUARDRAIL

10,400 LNFT $____________ $____________

B0460 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER

1,550 LNFT $____________ $____________

B0480 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 1)

30 SQYD $____________ $____________

B0500 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 2)

30 SQYD $____________ $____________

B0520 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 3)

5.0 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 18

A003 B0540 20401-0000 ROADWAY EXCAVATION

151,000 CUYD $____________ $____________

B0560 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

B0580 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

560 CUYD $____________ $____________

B0600 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

225 CUYD $____________ $____________

B0620 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

360 CUYD $____________ $____________

B0640 25112-2400 PARTIALLY GROUTED RIPRAP, METHOD B, CLASS 4

1,220 CUYD $____________ $____________

B0660 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

1,800 CUYD $____________ $____________

B0680 25210-0000 ROCKERY

4,800 SQFT $____________ $____________

B0700 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

300 SQYD $____________ $____________

B0720 25701-1000 CONTRACTOR FURNISHED GEOSYNTHETIC REINFORCED SOIL (GRS)

RETAINING WALL DESIGN

ALL LPSM $___LPSM_____ $____________

B0740 26001-0000 ROCK BOLT

820 LNFT $____________ $____________

B0760 26002-0000 ROCK DOWEL

4,700 LNFT $____________ $____________

B0780 26201-0000 GEOSYNTHETIC REINFORCED SOIL (GRS) RETAINING WALL

54,000 SQFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 19

B0820 30101-0000 AGGREGATE BASE (CLASS 6)

72,000 TON $____________ $____________

B0840 30401-5900 FULL DEPTH RECLAMATION, METHOD 2, 12-INCH DEPTH

0.700 MILE $____________ $____________

B0860 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

31,000 TON $____________ $____________

B0900 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

310.0 TON $____________ $____________

B0940 40601-0000 FOG SEAL

48.0 TON $____________ $____________

B0960 41102-1000 PRIME COAT, METHOD 1

113,000 SQYD $____________ $____________

B0980 41105-0000 BLOTTER

160 TON $____________ $____________

B1000 41201-0000 TACK COAT

49.0 TON $____________ $____________

B1020 41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK)

549 SQYD $____________ $____________

B1040 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

2,500 SQYD $____________ $____________

B1060 55221-0000 REPAIR CONCRETE (CDOT DECK PATCHING)

5.0 CUYD $____________ $____________

B1080 55222-0000 REPAIR CONCRETE (CURB)

ALL LPSM $___LPSM_____ $____________

B1100 55603-1000 REMOVE AND RESET BRIDGE RAILING

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 20

B1120 56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE)

549 SQYD $____________ $____________

B1140 60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

5 EACH $____________ $____________

B1160 60201-0600 18-INCH PIPE CULVERT (CMP)

220 LNFT $____________ $____________

B1180 60201-0800 24-INCH PIPE CULVERT (CMP)

250 LNFT $____________ $____________

B1200 60201-1000 36-INCH PIPE CULVERT (CMP)

1,900 LNFT $____________ $____________

B1220 60201-1200 48-INCH PIPE CULVERT (CMP)

320 LNFT $____________ $____________

B1240 60201-1300 54-INCH PIPE CULVERT (CMP)

500 LNFT $____________ $____________

B1260 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (CMP)

8 EACH $____________ $____________

B1280 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CMP)

8 EACH $____________ $____________

B1300 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (CMP)

23 EACH $____________ $____________

B1320 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (CMP)

7 EACH $____________ $____________

B1340 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT (CMP)

1 EACH $____________ $____________

B1360 60212-1000 ELBOW, 36-INCH

3 EACH $____________ $____________

B1380 60212-1200 ELBOW, 48-INCH

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 21

B1400 60403-0000 INLET (TYPE D)

20 EACH $____________ $____________

B1420 60403-0000 INLET (VANE GRATE INLET)

1 EACH $____________ $____________

B1440 60501-0000 STANDARD UNDERDRAIN SYSTEM

2,500 LNFT $____________ $____________

B1460 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH (CMP)

2 EACH $____________ $____________

B1480 60704-0000 CLEANING CULVERT IN PLACE

2 EACH $____________ $____________

B1500 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

735 LNFT $____________ $____________

B1520 60908-1000 PAVED DITCH, ASPHALT

325 SQYD $____________ $____________

B1540 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A

50 LNFT $____________ $____________

B1560 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

12,000.0 LNFT $____________ $____________

B1580 61702-0000 TERMINAL SECTION (TYPE 3K)

1 EACH $____________ $____________

B1600 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

1 EACH $____________ $____________

B1620 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

10 EACH $____________ $____________

B1640 61702-1700 TERMINAL SECTION, TYPE MGS-BAT

1 EACH $____________ $____________

B1660 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G)

50 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 22

B1680 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3S)

100 LNFT $____________ $____________

B1700 61801-0000 CONCRETE BARRIER (TYPE 9 SINGLE SLOPE BARRIER)

780 LNFT $____________ $____________

B1720 61901-0000 FENCE (STEEL SNOW FENCE)

1,200 LNFT $____________ $____________

B1740 61901-0000 FENCE (WILDLIFE FRIENDLY)

17,800 LNFT $____________ $____________

B1760 61902-0000 GATE

5 EACH $____________ $____________

B1780 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

120 HOUR $____________ $____________

B1800 62201-0350 BACKHOE

80 HOUR $____________ $____________

B1820 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

120 HOUR $____________ $____________

B1840 62201-2750 MOTOR GRADER

80 HOUR $____________ $____________

B1860 62201-3000 HYDRAULIC EXCAVATOR

240 HOUR $____________ $____________

B1880 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

B1900 62302-0100 SPECIAL LABOR, SLOPE SCALING

1,100 HOUR $____________ $____________

B1920 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

80 HOUR $____________ $____________

B1940 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

120 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 23

B1960 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

136,000 SQYD $____________ $____________

B1980 62510-2000 SEEDING, HYDRAULIC METHOD

26.0 ACRE $____________ $____________

B2000 62515-2000 MULCHING, HYDRAULIC METHOD

26.0 ACRE $____________ $____________

B2020 62632-0000 PLANTINGS (WILLOW STAKES)

ALL LPSM $___LPSM_____ $____________

B2040 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

13,000 SQYD $____________ $____________

B2060 63301-0000 SIGN SYSTEM (FLASHING BEACON)

1 EACH $____________ $____________

B2080 63301-0000 SIGN SYSTEM

75 EACH $____________ $____________

B2100 63309-0100 DELINEATOR, TYPE 1

230 EACH $____________ $____________

B2120 63309-0200 DELINEATOR, TYPE 2

40 EACH $____________ $____________

B2140 63309-0300 DELINEATOR, TYPE 3

120 EACH $____________ $____________

B2160 63326-0000 MUMBLE STRIP

7.5 MILE $____________ $____________

B2180 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID

7.90 MILE $____________ $____________

B2200 63402-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

0.80 MILE $____________ $____________

B2220 63412-0700 RECESSED PAVEMENT MARKINGS, TYPE D, SOLID

9.00 MILE $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 24

B2240 63412-0800 RECESSED PAVEMENT MARKINGS, TYPE D, BROKEN

1.50 MILE $____________ $____________

B2260 63413-0050 RECESSED PAVEMENT MARKINGS, SYMBOLS (THERMOPLASTIC)

6 EACH $____________ $____________

B2280 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

B2300 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

ALL LPSM $___LPSM_____ $____________

B2320 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

20 EACH $____________ $____________

B2340 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

1,050 EACH $____________ $____________

B2360 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

450 EACH $____________ $____________

B2380 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

38 EACH $____________ $____________

B2400 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

10 EACH $____________ $____________

B2420 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

B2440 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

B2460 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

6,000 LNFT $____________ $____________

B2480 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

B2500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

4,000 SQFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

A - 25

B2520 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

26.5 MILE $____________ $____________

B2540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

38,000 HOUR $____________ $____________

B2560 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

6,000 HOUR $____________ $____________

B2580 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH

9,100 SQYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:CO FLAP US50(1)

E-36

CO FLAP US50(1)

Little Blue Creek Canyon

156.07 Maintaining Roadways During Non-Work Periods. Maintain roadways and traffic control for public traffic during periods when work is not in progress. Snow removal to provide public access is the responsibility of the maintaining agency. If a “shoo-fly” is used, submit design proposed for use.

Design shoo-flies that may be left in place over weekends, can accommodate two-way traffic and meet 25 mph design criteria according to the 2011 AASHTO Green Book. Remove all Shoo-fly’s prior to winter shutdown unless approved be CO.

156.07 Limitations on Construction Operations.

(c) Delete the first sentence and substitute the following:

For alternate one-way traffic control, provide a minimum lane width of 12 feet. For two-way traffic, provide a minimum roadway width of 24 feet.

(i) Delete the text and substitute the following:

(i) Impacts to public traffic. If emergency services needs to travel through the project, suspend operations and ensure the roadway is traversable to emergency services. In addition to the holidays and times shown in Section 108.01, the following restrictions shown below apply through the duration of project. The permitted closures and openings to public traffic are shown below. All traffic that arrives at the queue during opening times must be allowed to pass through the project.

Table 156-1 Closures/Openings to Public Traffic

Type Month - Month Day to

Day Time Remarks

Weekend Openings

Notice to Proceed – End of Project

Friday – Monday

5:30pm Friday – 8:30am Monday

US 50 open to two-way traffic without delays

Day Closure April 1, 2021 – July 31, 2021

Monday – Friday

8:30 a.m. - 12:30 p.m.

1:30 p.m. - 5:30 p.m.

Applies to Sta. 587+00 to Sta. 617+00 only. Refer to

108.01 for more information.

Day Closure April 1, 2021 – April 30, 2022

Monday – Friday

8:30 a.m. - 12:30 p.m.

1:30 p.m. - 5:30 p.m.

Alternating Traffic

May 1, 2022 – End of Project

Monday – Friday

6:30 a.m. – 7:30 p.m.

Limit construction caused delays to public traffic to a maximum of 30 minutes per passage through the project.

Nighttime Closure

April 1, 2021 – End of Project

Monday – Thursday

7:30 p.m. – 6:30 a.m. Refer to (1) below.

E-37

(1) From October 16 to April 1, U.S. 50 must be open to two-way traffic during nighttime without delays if winter weather is expected on the CO-92 route. CO-92 is not plowed by CDOT during the night. Coordinate with the CO for effective dates.

For all times not shown in the table, limit construction caused delays to public traffic to a maximum of 30 minutes per passage through the project.

For emergency openings due to Interstate 70 closure, limit delays to public traffic to a maximum of 30 minutes per passage through the project.

Add the following:

(k) Limit the length of area affected as approved by the CO. See Subsection 108.01 for limitations on work.

Section 157. — SOIL EROSION AND SEDIMENT CONTROL

Delete the entire Section and substitute the following:

Section 157. — SOIL EROSION CONTROL, SEDIMENT CONTROL, AND POLLUTION

PREVENTION

Description

157.01 This work consists of preparing and managing a Stormwater Pollution Prevention Plan (SWPPP) including non-stormwater pollution prevention. This work also consists of implementing the SWPPP including but not limited to furnishing, constructing, and maintaining soil erosion and sediment control devices to eliminate or minimize pollutants in stormwater discharges from the project.

Material

157.02 Conform to the following Subsections:

Backfill material 704.03 Concrete masonry unit 725.07(c) Fertilizer 713.03 Fiber rolls and socks 713.12 Floating turbidity curtains 713.21 Gravel bags 713.13 Mulch 713.05 Plastic lining 725.12 Prefabricated filter insert 713.20 Riprap 705.02 Rock mulch 705.07 Sandbags 713.14 Sediment filter bags 713.19 Seed 713.04 Separation and stabilization geotextile and geotextile filter 714.01(a) Silt fence 713.16

Sheet and Description

B9-B12 B13-B14 B15 B16 B17-B19 B20 B21-B22 B23 S2

Grading Summary

Drainage Summary

Surfacing Summary

Guardrail Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Bridge General Notes

Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-2000 SURVEY AND STAKING, RETAINING WALL LPSM All ALL

A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 4 4

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 29 1 30

A0100 15225-0000 SLOPE, REFERENCE, AND CLEARING AND

GRUBBING CONTROL MILE 2.392 2.392

A0120 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 4.510 4.510

A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0160 15401-0000 CONTRACTOR TESTING LPSM ALL

A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0200 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL) LPSM ALL See SCR Section 157

A0220 15701-0000 SOIL EROSION CONTROL (NON-STORMWATER See SCR Section 157

CONTROL) LPSM ALL

A0240 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL) LPSM ALL See SCR Section 157

A0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL See SCR Section 157

A0280 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0300 20101-0000 CLEARING AND GRUBBING ACRE 31.0 2.0 33.0

A0320 20301-0300 REMOVAL OF BOX CULVERT EACH 1 1

A0340 20301-0700 REMOVAL OF DELINEATOR EACH 80 80

A0360 20301-1100 REMOVAL OF GATE EACH 4 4

A0380 20301-1900 REMOVAL OF PIPE CULVERT EACH 29 1 30

A0400 20301-2400 REMOVAL OF SIGN EACH 45 5 50

A0420 20302-0700 REMOVAL OF FENCE LNFT 17,064 436 17,500

A0440 20302-1200 REMOVAL OF GUARDRAIL LNFT 4,763 37 4,800

A0460 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 1,503 47 1,550

A0480 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 1) SQYD 28 2 30

A0500 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 2) SQYD 28 2 30

A0520 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 3) SQYD 5.0 5.0

A003 A0540 20401-0000 ROADWAY EXCAVATION CUYD 111,946 8,054 120,000

A0560 20402-0000 SUBEXCAVATION CUYD 2,000 2,000

A0580 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 531 29 560

A0600 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 129 6 135

A0620 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 340 20 360

A0640 25112-2400 PARTIALLY GROUTED RIPRAP, METHOD B, See Special 251-B

CLASS 4 CUYD 1,160 60 1,220

A0660 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 1,800 1,800

A0680 25210-0000 ROCKERY SQFT 4,560 240 4,800

A0700 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED

COATED SQYD 288 12 300

MileStone: Amendment A003 Amendment Review Date: 10/15/20 Report Date: 10/15/20

A M E N D

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Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -O ct -2

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Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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STATE PROJECT

B1 FLAP US50(1) Little Blue

Creek CanyonCO

SHEET

NUMBER

Grading Summary

Drainage Summary

Surfacing Summary

Guardrail Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Bridge General Notes

Allowance Bid

Schedule

A0720 25701-1000 CONTRACTOR FURNISHED GEOSYNTHETIC

REINFORCED SOIL (GRS) RETAINING WALL

DESIGN LPSM All ALL

A0740 26001-0000 ROCK BOLT LNFT 820 As Directed By The CO

A0760 26002-0000 ROCK DOWEL LNFT 4,700 As Directed By The CO

A0780 26201-0000 GEOSYNTHETIC REINFORCED SOIL (GRS)

RETAINING WALL SQFT 51,400 2,600 54,000

A0800 30101-0000 AGGREGATE BASE (CLASS 6) TON 36,297 1,703 38,000

A0860 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 13,457 643 14,100

A0880 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 134.6 5.4 140.0

A0920 40601-0000 FOG SEAL TON 20.4 1.6 22.0

A0940 41102-1000 PRIME COAT, METHOD 1 SQYD 49,000 2,000 51,000

A0960 41105-0000 BLOTTER TON 75

A0980 41201-0000 TACK COAT TON 21.4 1.6 23.0

A1000 41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK) SQYD 549 549 Contract Quantity

A1020 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 2,500 2,500

A1040 55221-0000 REPAIR CONCRETE (CDOT DECK PATCHING) CUYD 4.2 0.8 5.0

A1060 55222-0000 REPAIR CONCRETE (CURB) LPSM All ALL

A1080 55603-1000 REMOVE AND RESET BRIDGE RAILING LPSM All ALL

A1100 56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE) SQYD 549 549 Contract Quantity

A1120 60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE Includes Wingwalls

CULVERT EACH 5 5

A1140 60201-0600 18-INCH PIPE CULVERT (CMP) LNFT 89 11 100

A1160 60201-0800 24-INCH PIPE CULVERT (CMP) LNFT 168 12 180

A1180 60201-1000 36-INCH PIPE CULVERT (CMP) LNFT 1,247 53 1,300

A1200 60201-1200 48-INCH PIPE CULVERT (CMP) LNFT 300 20 320

A1220 60201-1300 54-INCH PIPE CULVERT (CMP) LNFT 446 54 500

A1240 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

(CMP) EACH 2 2 4

A1260 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

(CMP) EACH 4 2 6

A1280 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

(CMP) EACH 15 2 17

A1300 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT

(CMP) EACH 5 2 7

A1320 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT

(CMP) EACH 1 1

A1340 60212-1000 ELBOW, 36-INCH EACH 3 3

-O ct -2

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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

B2 FLAP US50(1) Little Blue

Creek CanyonCO

Grading Summary

Drainage Summary

Surfacing Summary

Guardrail Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Bridge General Notes

Allowance Bid

Schedule

A1360 60212-1200 ELBOW, 48-INCH EACH 1 1

A1380 60403-0000 INLET (TYPE D) EACH 15 1 16

A1400 60403-0000 INLET (VANE GRATE INLET) EACH 1 1

A1420 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 2,500 2,500

A1440 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH (CMP) EACH 2 2

A1460 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 700 35 735

A1480 60908-1000 PAVED DITCH, ASPHALT SQYD 311 14 325

A1500 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A LNFT 44 6 50

A1520 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A

STEEL POSTS LNFT 6,775 225 7,000

A1540 61702-0000 TERMINAL SECTION (TYPE 3K) EACH 1 1

A1560 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 1 1

A1580 61702-1600 TERMINAL SECTION, TYPE MGS FLARED EACH 2 2

A1600 61702-1700 TERMINAL SECTION, TYPE MGS-BAT EACH 1 1

A1620 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3S) LNFT 100 100

A1640 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G) LNFT 50 50

A1660 61801-0000 CONCRETE BARRIER (TYPE 9 SINGLE SLOPE

BARRIER) LNFT 760 20 780

A1680 61901-0000 FENCE (SNOW FENCE) LNFT 1,150 50 1,200

A1700 61901-0000 FENCE (WILDLIFE FRIENDLY) LNFT 17,012 788 17,800

A1720 61902-0000 GATE EACH 5 5

A1740 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 100

A1760 62201-0350 BACKHOE HOUR 40

A1780 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 80

A1800 62201-2750 MOTOR GRADER HOUR 60

A1820 62201-3000 HYDRAULIC EXCAVATOR HOUR 200

A1840 62301-0000 GENERAL LABOR HOUR 80

A1860 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 1,100 As Directed By The CO

A1880 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 60

A1900 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 100

A1920 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH SQYD 67,137 3,863 71,000

A1940 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 12.8 0.7 13.5

A1960 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 12.8 0.7 13.5

A1980 62632-0000 PLANTINGS (WILLOW STAKES) LPSM All ALL See Sheet D10

A2000 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 13,000 13,000 See SCR Section 629

A2020 63301-0000 SIGN SYSTEM EACH 42 3 45

A2040 63309-0100 DELINEATOR, TYPE 1 EACH 130 130

A2060 63309-0200 DELINEATOR, TYPE 2 EACH 5 5

A2080 63309-0300 DELINEATOR, TYPE 3 EACH 85 85

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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

B3 FLAP US50(1) Little Blue

Creek CanyonCO

Grading Summary

Drainage Summary

Surfacing Summary

Guardrail Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Bridge General Notes

Allowance Bid

Schedule

A2100 63326-0000 MUMBLE STRIP MILE 2.2 0.3 2.5

A2120 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID MILE 4.28 0.12 4.40

A2140 63412-0700 RECESSED PAVEMENT MARKINGS, TYPE D, SOLID MILE 4.27 0.13 4.40

A2160 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC

CONTROL SUPERVISOR LPSM All ALL

A2180 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC See SCR Section 110

INFORMATION PROGRAM LPSM All ALL

A2200 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE

TYPE 3 EACH 20 20

A2220 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 1,015 35 1,050

A2240 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 425 25 450

A2260 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT

TYPE B EACH 38 38

A2280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 10 10

A2300 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 4 4

A2320 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC

SIGNAL SYSTEM EACH 1 1

A2340 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE

BARRIER LNFT 6,000 6,000

A2360 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,000 1,000

A2380 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION

SIGN SQFT 4,000 4,000

A2400 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS MILE 21.5 1.5 23.0

A2420 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 32,750 1,250 34,000

A2440 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 4,750 250 5,000

A2460 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH SQYD 8,310 790 9,100

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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

B4 FLAP US50(1) Little Blue

Creek CanyonCO

Grading Summary

Drainage Summary

Surfacing Summary

Guardrail Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Bridge General Notes

Allowance Bid

Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15214-2000 SURVEY AND STAKING, RETAINING WALL LPSM All ALL

B0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 14 14

B0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 37 3 40

B0100 15225-0000 SLOPE, REFERENCE, AND CLEARING AND

GRUBBING CONTROL MILE 4.419 4.419

B0120 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 8.564 8.564

B0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0160 15401-0000 CONTRACTOR TESTING LPSM ALL

B0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0200 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL) LPSM ALL See SCR Section 157

B0220 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL) LPSM ALL See SCR Section 157

B0240 15701-0000 SOIL EROSION CONTROL (NON-STORMWATER See SCR Section 157

CONTROL) LPSM ALL

B0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL See SCR Section 157

B0280 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B0300 20101-0000 CLEARING AND GRUBBING ACRE 60.1 1.9 62.0

B0320 20301-0300 REMOVAL OF BOX CULVERT EACH 1 1

B0340 20301-0700 REMOVAL OF DELINEATOR EACH 155 155

B0360 20301-1100 REMOVAL OF GATE EACH 4 4

B0380 20301-1900 REMOVAL OF PIPE CULVERT EACH 34 1 35

B0400 20301-2400 REMOVAL OF SIGN EACH 66 4 70

B0420 20302-0700 REMOVAL OF FENCE LNFT 17,064 436 17,500

B0440 20302-1200 REMOVAL OF GUARDRAIL LNFT 10,325 75 10,400

B0460 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 1,503 47 1,550

B0480 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 1) SQYD 28 2 30

B0500 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 2) SQYD 28 2 30

B0520 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 3) SQYD 5.0 5.0

A003 B0540 20401-0000 ROADWAY EXCAVATION CUYD 143,735 7,265 151,000

B0560 20402-0000 SUBEXCAVATION CUYD 2,000 2,000

B0580 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 531 29 560

B0600 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 212 13 225

B0620 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 340 20 360

B0640 25112-2400 PARTIALLY GROUTED RIPRAP, METHOD B, See Special 251-B

CLASS 4 CUYD 1,160 60 1,220

B0660 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 1,800 1,800

B0680 25210-0000 ROCKERY SQFT 4,560 240 4,800

B0700 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED

COATED SQYD 288 12 300

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SUMMARY OF QUANTITIES - Schedule B

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

B5 FLAP US50(1) Little Blue

Creek CanyonCO

Grading Summary

Drainage Summary

Surfacing Summary

Guardrail Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Bridge General Notes

Allowance Bid

Schedule

B0720 25701-1000 CONTRACTOR FURNISHED GEOSYNTHETIC

REINFORCED SOIL (GRS) RETAINING WALL

DESIGN LPSM All ALL

B0740 26001-0000 ROCK BOLT LNFT 820 As Directed By The CO

B0760 26002-0000 ROCK DOWEL LNFT 4,700 As Directed By The CO

B0780 26201-0000 GEOSYNTHETIC REINFORCED SOIL (GRS)

RETAINING WALL SQFT 51,400 2,600 54,000

B0820 30101-0000 AGGREGATE BASE (CLASS 6) TON 68,446 3,554 72,000

B0840 30401-5900 FULL DEPTH RECLAMATION, METHOD 2,

12-INCH DEPTH MILE 0.682 0.018 0.700

B0860 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 29,725 1,275 31,000

B0900 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 297.2 12.8 310.0

B0940 40601-0000 FOG SEAL TON 46.2 1.8 48.0

B0960 41102-1000 PRIME COAT, METHOD 1 SQYD 108,754 4,246 113,000

B0980 41105-0000 BLOTTER TON 160

B1000 41201-0000 TACK COAT TON 47.0 2.0 49.0

B1020 41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK) SQYD 549 549 Contract Quantity

B1040 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 2,500 2,500

B1060 55221-0000 REPAIR CONCRETE (CDOT DECK PATCHING) CUYD 4.2 0.8 5.0

B1080 55222-0000 REPAIR CONCRETE (CURB) LPSM All ALL

B1100 55603-1000 REMOVE AND RESET BRIDGE RAILING LPSM All ALL

B1120 56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE) SQYD 549 549 Contract Quantity

B1140 60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE Includes Wingwalls

CULVERT EACH 5 5

B1160 60201-0600 18-INCH PIPE CULVERT (CMP) LNFT 200 20 220

B1180 60201-0800 24-INCH PIPE CULVERT (CMP) LNFT 216 34 250

B1200 60201-1000 36-INCH PIPE CULVERT (CMP) LNFT 1,749 151 1,900

B1220 60201-1200 48-INCH PIPE CULVERT (CMP) LNFT 300 20 320

B1240 60201-1300 54-INCH PIPE CULVERT (CMP) LNFT 446 54 500

B1260 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

(CMP) EACH 6 2 8

B1280 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

(CMP) EACH 6 2 8

B1300 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

(CMP) EACH 21 2 23

B1320 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT

(CMP) EACH 5 2 7

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SUMMARY OF QUANTITIES - Schedule B

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

B6 FLAP US50(1) Little Blue

Creek CanyonCO

Grading Summary

Drainage Summary

Surfacing Summary

Guardrail Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Bridge General Notes

Allowance Bid

Schedule

B1340 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT

(CMP) EACH 1 1

B1360 60212-1000 ELBOW, 36-INCH EACH 3 3

B1380 60212-1200 ELBOW, 48-INCH EACH 1 1

B1400 60403-0000 INLET (TYPE D) EACH 19 1 20

B1420 60403-0000 INLET (VANE GRATE INLET) EACH 1 1

B1440 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 2,500 2,500

B1460 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH (CMP) EACH 2 2

B1480 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

B1500 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 700 35 735

B1520 60908-1000 PAVED DITCH, ASPHALT SQYD 311 14 325

B1540 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A LNFT 44 6 50

B1560 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A

STEEL POSTS LNFT 11,587.5 412.5 12,000.0

B1580 61702-0000 TERMINAL SECTION (TYPE 3K) EACH 1 1

B1600 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 1 1

B1620 61702-1600 TERMINAL SECTION, TYPE MGS FLARED EACH 10 10

B1640 61702-1700 TERMINAL SECTION, TYPE MGS-BAT EACH 1 1

B1660 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G) LNFT 50 50

B1680 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3S) LNFT 100 100

B1700 61801-0000 CONCRETE BARRIER (TYPE 9 SINGLE SLOPE

BARRIER) LNFT 760 20 780

B1720 61901-0000 FENCE (STEEL SNOW FENCE) LNFT 1,150 50 1,200

B1740 61901-0000 FENCE (WILDLIFE FRIENDLY) LNFT 17,012 788 17,800

B1760 61902-0000 GATE EACH 5 5

B1780 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 120

B1800 62201-0350 BACKHOE HOUR 80

B1820 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 120

B1840 62201-2750 MOTOR GRADER HOUR 80

B1860 62201-3000 HYDRAULIC EXCAVATOR HOUR 240

B1880 62301-0000 GENERAL LABOR HOUR 120

B1900 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 1,100 As Directed By The CO

B1920 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 80

B1940 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 120

B1960 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH SQYD 129,890 6,110 136,000

B1980 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 23.8 2.2 26.0

B2000 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 23.8 2.2 26.0

B2020 62632-0000 PLANTINGS (WILLOW STAKES) LPSM All ALL See Sheet D10

B2040 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 13,000 13,000 See SCR Section 629

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SUMMARY OF QUANTITIES - Schedule B

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

B7 FLAP US50(1) Little Blue

Creek CanyonCO

Grading Summary

Drainage Summary

Surfacing Summary

Guardrail Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Bridge General Notes

Allowance Bid

Schedule

B2060 63301-0000 SIGN SYSTEM (FLASHING BEACON) EACH 1 1

B2080 63301-0000 SIGN SYSTEM EACH 70 5 75

B2100 63309-0100 DELINEATOR, TYPE 1 EACH 230 230

B2120 63309-0200 DELINEATOR, TYPE 2 EACH 40 40

B2140 63309-0300 DELINEATOR, TYPE 3 EACH 120 120

B2160 63326-0000 MUMBLE STRIP MILE 7.0 0.5 7.5

B2180 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID MILE 7.76 0.14 7.90

B2200 63402-0800 PAVEMENT MARKINGS, TYPE D, BROKEN MILE 0.57 0.