A004.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 - 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 US 36(1)

Project Name:Downtown Estes Park Loop

Amendment A004

Page A - 7

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL (MECHANICALLY STABILIZED)

25801-0000 REINFORCED CONCRETE RETAINING WALL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3500 PRECAST, PRESTRESSED CONCRETE SLAB (GIRDER)

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1200 BRIDGE RAILING, STEEL, THREE RAIL (TYPE 10MASH, SPECIAL)

56302-1000 PAINTING, CONCRETE STRUCTURE

56901-0000 CONCRETE OVERLAY

60101-0000 CONCRETE

64604-3000 FIXTURE, PEDESTRIAN RAILING

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15210-4000 CENTERLINE, ESTABLISHMENT

0.360 MILE $____________ $____________

A0060 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0080 15215-2000 SURVEY AND STAKING, BRIDGE

1 EACH $____________ $____________

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

50 EACH $____________ $____________

A0120 15215-8000 SURVEY AND STAKING, INTERSECTION

2 EACH $____________ $____________

A0140 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.950 MILE $____________ $____________

A0160 15236-2000 SURVEY CONTROL, GRADE FINISHING

1.910 MILE $____________ $____________

A0180 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Project Name:Downtown Estes Park Loop

(Contractor-furnished Lab)

Page A - 8

A0220 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0240 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A0260 15702-3000 SOIL EROSION CONTROL, SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A0280 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0300 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0320 20101-0000 CLEARING AND GRUBBING

1.0 ACRE $____________ $____________

A0340 20220-1000 REMOVAL, INDIVIDUAL TREE

75 EACH $____________ $____________

A0360 20301-0100 REMOVAL OF BOLLARD

4 EACH $____________ $____________

A0380 20301-0400 REMOVAL OF BRIDGE

1 EACH $____________ $____________

A0400 20301-1400 REMOVAL OF INLET

10 EACH $____________ $____________

A0420 20301-1700 REMOVAL OF MANHOLE

1 EACH $____________ $____________

A0440 20301-2400 REMOVAL OF SIGN

70 EACH $____________ $____________

A0460 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

4,400 LNFT $____________ $____________

A0480 20302-2100 REMOVAL OF PIPE CULVERT

630 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 9

A0500 20302-2300 REMOVAL OF WATERLINE (SERVICE LINE)

210 LNFT $____________ $____________

A0520 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

3,063 SQYD $____________ $____________

A0540 20303-3600 REMOVAL OF WALL

320 SQYD $____________ $____________

A0560 20401-0000 ROADWAY EXCAVATION

10,700 CUYD $____________ $____________

A0580 20801-0000 STRUCTURE EXCAVATION

840 CUYD $____________ $____________

A0600 20803-0000 STRUCTURAL BACKFILL (MECHANICALLY STABILIZED)

930 CUYD $____________ $____________

A0620 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

20 CUYD $____________ $____________

A0640 25101-2500 PLACED RIPRAP, METHOD B, CLASS 5

190 CUYD $____________ $____________

A0660 25101-2700 PLACED RIPRAP, METHOD B, CLASS 7

300 CUYD $____________ $____________

A0680 25125-0000 BOULDER (4'LX2'WX2'H ROUGH CUT SANDSTONE)

10 EACH $____________ $____________

A0700 25125-0000 BOULDER (24-INCH DIA.)

10 EACH $____________ $____________

A0720 25125-0000 BOULDER (36-INCH DIA.)

9 EACH $____________ $____________

A0740 25126-0000 REMOVE AND RESET BOULDER

170 EACH $____________ $____________

A0760 25210-0000 ROCKERY (SANDSTONE RIVER ACCESS)

550 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 10

A0780 25210-0000 ROCKERY (DRY STACKED, SLOPED BOULDER WALL)

500 SQFT $____________ $____________

A0800 25501-2000 MECHANICALLY STABILIZED EARTH WALL, GABION FACE

2,800 SQFT $____________ $____________

A0820 25510-0000 SELECT GRANULAR BACKFILL

1,080 CUYD $____________ $____________

A0840 25701-0100 CONTRACTOR FURNISHED GABION WALL DESIGN

ALL LPSM $___LPSM_____ $____________

A0860 25801-0000 REINFORCED CONCRETE RETAINING WALL

1,880 SQFT $____________ $____________

A0880 25801-0000 REINFORCED CONCRETE RETAINING WALL (TYPE 2 WITH STONE CAP)

1,000 SQFT $____________ $____________

A0900 25801-0000 REINFORCED CONCRETE RETAINING WALL (BRICK COPING)

440 SQFT $____________ $____________

A0920 25801-0000 REINFORCED CONCRETE RETAINING WALL (TYPE 1A WITH STONE CAP)

670 SQFT $____________ $____________

A0940 25801-0000 REINFORCED CONCRETE RETAINING WALL (TYPE 3 WITH STONE CAP)

750 SQFT $____________ $____________

A0960 25801-0000 REINFORCED CONCRETE RETAINING WALL (TYPE 1B WITH STONE CAP)

40 SQFT $____________ $____________

A0980 30101-0000 AGGREGATE BASE

5,700 TON $____________ $____________

A1020 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

5,800 TON $____________ $____________

A1060 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

570 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 11

A1100 40302-0000 ASPHALT CONCRETE PAVEMENT (TEMPORARY)

4,200 SQYD $____________ $____________

A1120 40601-0000 FOG SEAL

10 TON $____________ $____________

A1140 41102-1000 PRIME COAT, METHOD 1

15,000 SQYD $____________ $____________

A1160 41105-0000 BLOTTER

40 TON $____________ $____________

A1180 41201-0000 TACK COAT

20 TON $____________ $____________

A1200 41301-0000 ASPHALT PAVEMENT MILLING

9,200 SQYD $____________ $____________

A1220 41401-2000 CRACKS, CLEANING AND SEALING

3,200 LNFT $____________ $____________

A1240 41401-3000 CRACKS, CLEANING AND FILLING

1,600 LNFT $____________ $____________

A1260 41410-0000 JOINT SEALANT AND CRACK FILLER

120 LB $____________ $____________

A1280 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

1,325 SQYD $____________ $____________

A1300 50101-2900 MINOR CONCRETE PAVEMENT, PLAIN, 9-INCH DEPTH (COLORED)

200 SQYD $____________ $____________

A1320 50101-2900 MINOR CONCRETE PAVEMENT, PLAIN, 9-INCH DEPTH

4,400 SQYD $____________ $____________

A1340 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

405 CUYD $____________ $____________

A1360 55302-3500 PRECAST, PRESTRESSED CONCRETE SLAB (GIRDER)

607 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 12

A1380 55401-2000 REINFORCING STEEL, EPOXY COATED

74,897 LB $____________ $____________

A1400 55601-1200 BRIDGE RAILING, STEEL, THREE RAIL (TYPE 10MASH, SPECIAL)

581 LNFT $____________ $____________

A1420 56302-1000 PAINTING, CONCRETE STRUCTURE

950 SQFT $____________ $____________

A1440 56401-3000 BEARING DEVICE, SLIDING

32 EACH $____________ $____________

A1460 56501-0200 DRILLED SHAFT, 24-INCH DIAMETER

240 LNFT $____________ $____________

A1480 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER

70 LNFT $____________ $____________

A1500 56901-0000 CONCRETE OVERLAY

371 SQYD $____________ $____________

A1520 60101-0000 CONCRETE

11 CUYD $____________ $____________

A1540 60102-0000 CONCRETE (MINOR STRUCTURES, STAIRS)

60 SQYD $____________ $____________

A1560 60102-0000 CONCRETE (MINOR STRUCTURES, ADA RAMP)

35 SQYD $____________ $____________

A1580 60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

A1600 60103-2040 CONCRETE, HEADWALL FOR 60-INCH EQUIVALENT DIAMETER PIPE

CULVERT

1 EACH $____________ $____________

A1620 60201-0500 15-INCH PIPE CULVERT (HDPE)

10 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 13

A1640 60201-0500 15-INCH PIPE CULVERT

180 LNFT $____________ $____________

A1660 60201-0600 18-INCH PIPE CULVERT

1,000 LNFT $____________ $____________

A1680 60201-0800 24-INCH PIPE CULVERT

145 LNFT $____________ $____________

A1700 60201-0900 30-INCH PIPE CULVERT

170 LNFT $____________ $____________

A1720 60201-1200 48-INCH PIPE CULVERT

60 LNFT $____________ $____________

A1740 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

90 LNFT $____________ $____________

A1760 60202-1000 60-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

480 LNFT $____________ $____________

A1780 60401-0000 MANHOLE

5 EACH $____________ $____________

A1800 60401-0000 MANHOLE (BOX BASE)

5 EACH $____________ $____________

A1820 60403-0000 INLET TYPE 16 (DOUBLE) (10 FOOT)

3 EACH $____________ $____________

A1840 60403-0000 INLET TYPE R KL10 (10 FOOT)

1 EACH $____________ $____________

A1860 60403-0000 INLET (TYPE 13, 5-FOOT)

3 EACH $____________ $____________

A1880 60403-0000 INLET (TYPE D, 10-FOOT)

3 EACH $____________ $____________

A1900 60403-0000 INLET (TYPE R L 5, 10-FOOT)

7 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 14

A1920 60403-0000 INLET (TYPE R L 10, 10-FOOT)

1 EACH $____________ $____________

A1940 60403-0000 INLET (TYPE 16, DOUBLE, 5-FOOT)

2 EACH $____________ $____________

A1960 60403-0000 INLET (TYPE 16, 10-FOOT)

3 EACH $____________ $____________

A1980 60403-0000 INLET (TYPE 16, TRIPLE, 5-FOOT)

1 EACH $____________ $____________

A2000 60403-0000 INLET (TYPE R L 15, 5-FOOT)

1 EACH $____________ $____________

A2020 60403-0000 INLET (TYPE 16, 5-FOOT)

5 EACH $____________ $____________

A2040 60403-0000 INLET (TYPE C, 5-FOOT)

2 EACH $____________ $____________

A2060 60403-0000 INLET (TYPE R L 5, 5-FOOT)

5 EACH $____________ $____________

A2080 60405-0000 MANHOLE ADJUSTMENT

33 EACH $____________ $____________

A2100 60407-0000 CAPPING INLETS AND MANHOLES

1 EACH $____________ $____________

A2120 60526-0000 DRAINAGE CHASE

60 LNFT $____________ $____________

A2140 60901-0000 CURB, CONCRETE (TYPE 2, SECTION M)

240 LNFT $____________ $____________

A2160 60901-0000 CURB, CONCRETE (TYPE 6, SECTION M)

900 LNFT $____________ $____________

A2180 60901-0000 CURB, CONCRETE (TYPE 2, SECTION B)

1,500 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 15

A2200 60901-0000 CURB, CONCRETE (REINFORCED, 24-INCH DEPTH)

25 LNFT $____________ $____________

A2220 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH (SANDSTONE LANDSCAPE PLANTING

BED CURB)

270 LNFT $____________ $____________

A2240 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TYPE 2, SECTION IIM)

25 LNFT $____________ $____________

A2260 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TYPE 2, SECTION IB)

930 LNFT $____________ $____________

A2280 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TYPE 2, SECTION IIB)

4,700 LNFT $____________ $____________

A2300 60905-1000 GUTTER, CONCRETE (TYPE 2)

490 LNFT $____________ $____________

A2320 61101-0000 WATER SYSTEM

ALL LPSM $___LPSM_____ $____________

A2340 61103-1100 12-INCH ENCASEMENT PIPE, GALVANIZED STEEL

75 LNFT $____________ $____________

A2360 61107-0000 WATER METER (1 1/2 INCH)

2 EACH $____________ $____________

A2380 61108-4000 ADJUST VALVE BOX

34 EACH $____________ $____________

A2400 61109-4000 RELOCATE FIRE HYDRANT

1 EACH $____________ $____________

A2420 61110-1000 IRRIGATION SYSTEM

ALL LPSM $___LPSM_____ $____________

A2440 61202-1000 10-INCH SEWER LINE, PLASTIC

80 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 16

A2460 61206-0000 RELOCATE SANITARY SERVICE

1 EACH $____________ $____________

A2480 61207-0000 CLEANOUT

1 EACH $____________ $____________

A2500 61501-0100 SIDEWALK, CONCRETE

2,370 SQYD $____________ $____________

A2520 61501-0200 SIDEWALK, COLORED CONCRETE (STAMPED)

2,300 SQYD $____________ $____________

A2540 61501-0900 SIDEWALK, STONE (SALVAGED SANDSTONE PAVER)

70 SQYD $____________ $____________

A2560 61502-1000 DRIVE PAD, CONCRETE

560 SQYD $____________ $____________

A2580 61504-1000 ACCESSIBILITY RAMP, CONCRETE

760 SQYD $____________ $____________

A2600 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (7-FOOT POSTS)

160 LNFT $____________ $____________

A2620 61702-0000 TERMINAL SECTION

1 EACH $____________ $____________

A2640 61702-1200 TERMINAL SECTION, TYPE LST (TYPE 3D)

2 EACH $____________ $____________

A2660 61702-1200 TERMINAL SECTION, TYPE LST (TYPE 3K)

1 EACH $____________ $____________

A2680 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (NON FLARED)(TL-3)

1 EACH $____________ $____________

A2700 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM (TYPE 3G)

25 LNFT $____________ $____________

A2720 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM (TYPE 3H)

20 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 17

A2740 61708-1000 REMOVE AND RESET, GUARDRAIL

13 LNFT $____________ $____________

A2760 61901-0000 FENCE (TREE PROTECTION)

1,200 LNFT $____________ $____________

A2780 61901-0000 FENCE (ELK TREE PROTECTION)

3,100 LNFT $____________ $____________

A2800 61901-2250 FENCE, RAIL

100 LNFT $____________ $____________

A2820 61904-0000 BOLLARD POST

4 EACH $____________ $____________

A2840 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A2860 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A2880 62201-2050 ROLLER

80 HOUR $____________ $____________

A2900 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

A2920 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.5 CUBIC YARD MINIMUM

CAPACITY

80 HOUR $____________ $____________

A2940 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

A2960 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

60 HOUR $____________ $____________

A2980 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

60 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 18

A3000 62403-0000 FURNISHING AND PLACING TOPSOIL

770 CUYD $____________ $____________

A3020 62511-1000 SEEDING, DRY METHOD (LOW GROW NATIVE GRASS SEEDING)

2,000 SQYD $____________ $____________

A3040 62511-1000 SEEDING, DRY METHOD (NATIVE SEEDING)

1,400 SQYD $____________ $____________

A3060 62516-4000 MULCHING, HAND METHOD

1,090 SQYD $____________ $____________

A3080 62632-0000 PLANTINGS

ALL LPSM $___LPSM_____ $____________

A3100 62635-3000 CUTTINGS, WILLOW POLE

270 EACH $____________ $____________

A3120 62640-0000 TREE GRATE

10 EACH $____________ $____________

A3140 62701-0000 SOD

2,470 SQYD $____________ $____________

A3160 63301-0000 SIGN SYSTEM (P1, 2 1/2-INCH ROUND NP-40, POST & SLIPBASE)

72 EACH $____________ $____________

A3180 63301-0000 SIGN SYSTEM (P, 2-INCH ROUND, POST & SOCKET)

60 EACH $____________ $____________

A3200 63316-1000 REMOVE AND RESET SIGN

10 EACH $____________ $____________

A3220 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID

3.8 MILE $____________ $____________

A3240 63403-0800 PAVEMENT MARKINGS, TYPE H (STOP BAR - XWALK - SHIELD)

2,900 SQFT $____________ $____________

A3260 63403-1300 PAVEMENT MARKINGS, TYPE BIKE LANE SURFACE

130 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 19

A3280 63405-2890 PAVEMENT MARKINGS, TYPE H (WORD-SYMBOLS)

160 EACH $____________ $____________

A3300 63411-1500 RECESSED PAVEMENT MARKINGS, TYPE H, SOLID

1,400 LNFT $____________ $____________

A3320 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A3340 63501-3000 TEMPORARY TRAFFIC CONTROL, TRANSPORTATION MANAGEMENT PLAN

ALL LPSM $___LPSM_____ $____________

A3360 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

ALL LPSM $___LPSM_____ $____________

A3380 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

12 EACH $____________ $____________

A3400 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

110 EACH $____________ $____________

A3420 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

55 EACH $____________ $____________

A3440 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

110 EACH $____________ $____________

A3460 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

55 EACH $____________ $____________

A3480 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A3500 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

A3520 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,300 LNFT $____________ $____________

A004 A3540 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

15,500 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 20

A004 A3541 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

20,500 LNFT $____________ $____________

A3560 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

2,100 LNFT $____________ $____________

A3580 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

900 SQFT $____________ $____________

A3600 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

10,500 HOUR $____________ $____________

A3620 63601-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL

ALL LPSM $___LPSM_____ $____________

A3640 63601-2000 SYSTEM INSTALLATION, LIGHTING

ALL LPSM $___LPSM_____ $____________

A3660 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (RRFB SYSTEM)

2 EACH $____________ $____________

A3680 63640-0200 RELOCATE SIGNAL SYSTEM (REMOVE)

ALL LPSM $___LPSM_____ $____________

A3700 63640-0700 RELOCATE ELECTRICAL LINE

ALL LPSM $___LPSM_____ $____________

A3720 63641-0200 RELOCATE SIGNAL SYSTEM (RRFB POST)

1 EACH $____________ $____________

A3740 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

A3760 64603-0100 FIXTURE, TRASH RECEPTACLE (TYPE 1, OFCI)

2 EACH $____________ $____________

A3780 64603-0300 FIXTURE, BENCH (6-FOOT, BACKLESS)

2 EACH $____________ $____________

A3800 64603-0300 FIXTURE, BENCH (6-FOOT, WITH BACK)

6 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Page A - 21

A3820 64603-0700 FIXTURE, PICNIC TABLE

2 EACH $____________ $____________

A3840 64604-1000 FIXTURE, HANDRAIL (STAINLESS STEEL)

220 LNFT $____________ $____________

A3860 64604-3000 FIXTURE, PEDESTRIAN RAILING

265 LNFT $____________ $____________

A3880 64620-0300 REMOVE AND RESET BENCH

2 EACH $____________ $____________

A3900 64620-0400 REMOVE AND RESET MAILBOX

2 EACH $____________ $____________

A3920 64620-0600 REMOVE AND RESET TRASH RECEPTACLE (TYPE 2)

3 EACH $____________ $____________

A3940 64620-0600 REMOVE AND RESET TRASH RECEPTACLE (TYPE 1)

3 EACH $____________ $____________

A3960 64702-3600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

400 LNFT $____________ $____________

A3980 64704-2000 MITIGATION, ROCK WEIR

35 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Project Name:Downtown Estes Park Loop

A0080 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $___LPSM_____ $____________

Page A - 22

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15210-4000 CENTERLINE, ESTABLISHMENT

1.300 MILE $____________ $____________

X0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0120 20301-2400 REMOVAL OF SIGN

30 EACH $____________ $____________

X0140 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

140 LNFT $____________ $____________

X0160 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

160 SQYD $____________ $____________

X0180 30101-0000 AGGREGATE BASE

11 TON $____________ $____________

X0200 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

3,970 TON $____________ $____________

X0240 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

40 TON $____________ $____________

X0280 40601-0000 FOG SEAL

11 TON $____________ $____________

X0300 41201-0000 TACK COAT

22 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:CO FLAP US 36(1)

Project Name:Downtown Estes Park Loop

(Contractor-furnished Lab)

Page A - 23

X0320 41301-0000 ASPHALT PAVEMENT MILLING

24,000 SQYD $____________ $____________

X0340 61501-0100 SIDEWALK, CONCRETE

28 SQYD $____________ $____________

X0360 61504-1000 ACCESSIBILITY RAMP, CONCRETE

130 SQYD $____________ $____________

X0380 61509-0000 DETECTABLE WARNING PANELS

10 SQYD $____________ $____________

X0400 63301-0000 SIGN SYSTEM (P - 2IN ROUND, POST & SOCKET)

32 EACH $____________ $____________

X0420 63316-1000 REMOVE AND RESET SIGN

20 EACH $____________ $____________

X0440 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID

6.7 MILE $____________ $____________

X0460 63403-0800 PAVEMENT MARKINGS, TYPE H (STOP BAR - XWALK)

525 SQFT $____________ $____________

X0480 63405-2890 PAVEMENT MARKINGS, TYPE H (WORD SYMBOLS)

33 EACH $____________ $____________

X0500 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

X0520 63501-3000 TEMPORARY TRAFFIC CONTROL, TRANSPORTATION MANAGEMENT PLAN

ALL LPSM $___LPSM_____ $____________

X0540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

550 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:CO FLAP US 36(1)

Project Name:Downtown Estes Park Loop

X0080 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $___LPSM_____ $____________

E-14

CO FLAP 36(1)

Downtown Estes Park Loop construction. Contact the Utility Notification Center of Colorado (UNCC) to have locations of UNCC registered lines marked by member companies. Contact all affected utilities at least two (2) business days, not including the actual day of notice, prior to commencing such operations. Call 811 for all utility location requirements.

Add the following at the end of this subsection :

The locations of the utilities shown in the plans have been certified to a Quality Level D according to the CFLHD Utility Data Quality Certification requirements:

http://flh.fhwa.dot.gov/resources/row/cfl/documents/UtilityDataQualityLevelCertification.doc

Table 107-1 Status of Utilities

Company Utility Type Contact Name Phone Number Status 1, 2, 3, or 4

Town of Estes Park

Light and Electric

Joe Lockhart 970-577-3613 2 3 – Power relocations, 2 - New street lighting

Town of Estes Park

Water Chris Eshelman

970-577-3622 2 – new 16” waterline and other waterline relocations and abandonments

Estes Park Sanitation District

Sanitary Sewer

Ron Duell 970-481-1458 2 – Sanitary sewer relocations and extensions and manhole relocation and adjustments

Upper Thompson Sanitation District

Sanitary Sewer

Nathanael Romig

Matt Allen

970-692-4237

970-219-8210

2 – Manhole adjustments

Century Link (Lumen)

Telecommu nications

Robert Davis

Shelly Bergstrom

720-854-4341

720-501-5803

1/3 – Relocate and lower existing underground telecommunications lines

Xcel Energy Gas Jody

Hutchinson 970-277-1402 1 – Relocate and lower existing underground gas lines

A004 10/3/22

E-52

Downtown Estes Park Loop

Section 204. — EXCAVATION AND EMBANKMENT

Construction Requirements

204.02 Roadway Definitions.

(a) Excavation. Excavation consists of the following:

(1) Roadway excavation. Material excavation from within the right-of-way or easement areas, except subexcavation covered in Subsection 204.02(a)(2) and structure excavation covered in Sections 208 and 209. Roadway excavations within the grading limits (toe of fill, top of cut, limits of disturbance) shown on Roadway sheets C-01 through C-13 includes all materials encountered regardless of its nature or characteristics. Specifically, to include the following:

(a) All roadway asphalt;

(b) Concrete driveways;

(c) Concrete gutter/cross pans;

(d) Asphalt sidewalks;

(e) Miscellaneous 6-in and landscaping curbs; and

(f) Concrete or timber stairs within grading limits.

204.06 Roadway Excavation.

(a) Rock cuts. Delete and replace with the following:

Rock excavation by means of rock blasting, will not be permitted.

204.10 Embankment Construction. Add the following:

Within the upper 2 feet of subgrade elevation, use embankment material with a R-Value of 40 or greater, according to AASHTO T 190, for all installed embankment.

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

Secure environmental clearances according to Subsection 107.10(d).

Acceptance

204.15. Add the following:

Add the rows included below to Table 204-

A004 10/03/22

E-52A

Downtown Estes Park Loop

Table 204-1 Sampling, Testing, and Acceptance Requirements

Material or Product

(Subsection)

Type of Acceptance

(Subsection)

Characteristic Category Test Methods Specifications

Sampling Frequency

Point of Sampling

Split Sample

Reporting Time

Source

Unclassified borrow (704.06)

Measured and Tested for Conformance

(106.04 & 105)

R-Value – AASHTO T

1 per soil type and source of material

Source of material

Yes Before using in work

Production Top of subgrade (204.10)

Measured and Tested for

Conformance (106.04 &

105)

R-Value – AASHTO T

1 per 5000 yd2, or change in material type

In-place, upper 2 feet of subgrade

No Before placement of next layer

Measurement

204.16 Measure the Section 204 pay items listen in the bid schedule according to Subsection 109.02 and the following as applicable:

(a) Roadways excavation. Measure roadway excavation in its original position as follows:

(1) Include the following volumes in roadway excavation:

(a) Roadway prism excavation;

(b) Rock material excavated and removed from below subgrade in cut sections;

(c) Unsuitable material below subgrade and unsuitable material beneath embankment areas when a pay item for subexcavation is not listed in the bid schedule;

(d) Ditches, except furrow ditches measures under a separate pay item;

(e) Conserved topsoil;

(f) Borrow material used in the work when a pay item for borrow is not listed in the bid schedule;

(g) Loose scattered rocks removed and placed as required within the roadway;

(h) Conserved material taken from pre-existing stockpiles and used in Section 204 work, except topsoil measured under Section 624;

(i) Slide and slipout material not attributable to the Contractor’s method of operation;

(j) All roadway asphalt;

(k) Concrete driveways;

E-52B

Downtown Estes Park Loop

(l) Concrete gutter/cross pans;

(m)Asphalt sidewalks;

(n) Miscellaneous 6-in and landscaping curbs; and

(o) Concrete or timber stairs within grading limits.

E-148

Downtown Estes Park Loop

Section 713. — ROADSIDE IMPROVEMENT MATERIAL

713.01(a) Furnished topsoil. Add the following:

Submit soil testing report and 1-quart sample for approval by CO.

713.03 Fertilizer. Replace with the with the following:

Furnish standard commercial grade dry formulated fertilizer conforming to the standards of the Association of Official Analytical Chemists International, applicable State and Federal regulations, and required minimum percentages of available nutrients.

Supply the fertilizer in new, clean, sealed, and properly labeled containers with name, mass, and guaranteed analysis of contents clearly marked.

Supply slow-release fertilizer tablets as required for planting excavation. Amending and general fertilizers should be granular slow release products unless otherwise approved in writing by CO.

A testing soils analysis report is needed to determine fertilizer and lime application rates.

Contractor to engage a qualified testing agency to perform preconstruction soil analyses on existing, on-site soil and, and imported soil. Contractor to furnish a written soil analysis report containing soil-amendment and fertilizer recommendations by the agency performing the testing.

Based on the test results, recommendations for soil treatments and soil amendments to be incorporated to produce satisfactory planting soil suitable for healthy, viable plants shall be stated in the report. Include, at a minimum, recommendations for nitrogen, phosphorous, and potassium fertilization, and for micronutrients.

Soil analysis report shall state recommendations for fertilizers and soil amendment rates in weight per 1000 sq. ft. for 6-inch depth of soil, and state recommended liming rates for raising pH or sulfur for lowering pH according to the buffered acidity or buffered alkalinity in weight per 1000 sq. ft. for 6-inch depth of soil.

713.04 Seed. Add the following:

(1) Use the following native seed mix:

Rocky Mountain Native Grass Mixture (%’s can be +/- 2%) Slender Wheatgrass 20% Mountain Brome 20% Green Needlegrass 15% Thickspike Wheatgrass 15% Rocky Mountain Fescue 10% Blue Grama (Coated) 5%

E-149

Downtown Estes Park Loop

Indian Ricegrass 5% Sandberg Bluegrass 5% Bottlebrush Squirreltail 5%

100%

Apply a cover of annual ryegrass for spring plantings or winter rye for fall plantings at a 1:2 ratio or as recommended by supplier.

Seeded at a rate of ~25 lbs./acre for broadcast and ~20 lbs/acres for drilled installations.

Overseed at a rate of ~15 lbs./acre for broadcast and ~10 lbs/acres for drilled installations.

(2) Use the following low grow native grass seed mix:

Low Grow Grass Mixture (%’s can be +/- 2%) Ephraim Crested Wheatgrass 30% Sheep Fescue 25% Perennial Rye 20% Chewings Fescue 15% Canada Bluegrass 10%

100%

Apply a cover of annual ryegrass for spring plantings or winter rye for fall plantings at a 1:2 ratio or as recommended by supplier.

Seeded at a rate of ~25 lbs./acre for broadcast and ~20 lbs/acres for drilled installations.

Overseed at a rate of ~15 lbs./acre for broadcast and ~10 lbs/acres for drilled installations.

All seed mixes, straw, hay materials used in revegetation must meet Colorado Weed-Free specifications.

713.05 Mulch. Add the following:

(i) Hardwood mulch. Furnish triple shredded hardwood mulch free from deleterious materials and suitable for use as a top dressing for trees and shrubs complying with the following:

(1) Size: 1 inch maximum

(2) Color: natural undyed brown

E-150

Downtown Estes Park Loop

(3) Organic content: 100%

Submit 1-quart sample for approval by CO.

713.06 Planting Material. Add the following to the end of this section:

(f) Live Stakes. Live stakes consisting of live stems of shrubs or trees that are provided in an un-rooted condition and can establish roots and shoots if planted under proper conditions.

Live cuttings for live stakes shall be ½ to 1½ inches in diameter and 4 to 5 feet in length. Side branches shall be removed and the bark left intact prior to installation.

Buds on the stakes shall be oriented in an upward position. The basal ends (bottom) shall be tapered to a point for easy insertion into the soil. The top shall be cut smooth and square.

The source of all live cuttings shall be from purchased live branch material from a State certified nursery. The material shall meet all the specifications of this section.

Shrubs and young trees used in preparation of live stakes shall be cut from healthy plants growing within 100 miles of the project site directly above the ground. All cuts shall be smooth and the cut surface kept small. The use of large pruning shears or power saws may be required. Trees that are more than 3 inches in diameter shall be topped. The live materials collected between October 15 and March 1 shall be transported to the construction site within 1 day of harvesting and then cut to size, as specified above and on the details.

Stakes harvested between budding and leaf-off are not acceptable and will be rejected. Contractor shall provide documentation from supplier that the materials were harvested no more than 1 day prior to planting. Any deviation from these sourcing requirements requires approval of the CO. Documentation authenticating the date cuttings were acquired shall be submitted to CO prior to acceptance. Live Stakes Harvesting Location must be submitted and approved by CO.

See Planting Plans for plant species, quantities, and locations of live stakes.

713.08 Miscellaneous Planting Material. Add the following:

(h) Herbicide. Submit product label and manufacturer’s application instructions for approval prior to application.

(1) Pre-Emergent Herbicides (Selective and Nonselective): Apply to tree, shrub, and ground-cover areas according to manufacturer's written recommendations. Do not apply to seeded areas

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Downtown Estes Park Loop

(2) Post-Emergent Herbicides (Selective and Nonselective): Apply only as necessary to treat already-germinated weeds and according to manufacturer's written recommendations.

713.10 Sod. Replace with the following:

Furnish living, vigorous sod with a minimum soil depth of ½”. Provide seed species mix for approval by CO prior to purchase. Furnish a mix with a minimum of 95 % pure Bluegrass seed. Furnish sod with a dense root system that is reasonably free from noxious weeds and grasses. Before taking up the sod, cut the top growth to less than 3-inch height.

Sheet and Description

B-13 to B-17 B-11 to B-12 B-17 B-25 to B-28 S-03 & S-38 to S-39 G-8, B-25 to B-28 B-29 B-18 to B-23 B-24

Roadway Summary

Drainage Summary

Channel Summary

Landscaping Summary

Structures Summary Walls Utility

Summary

Permanent Traffic

Summary

Temporary Traffic

Summary Allowances

Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15210-4000 CENTERLINE, ESTABLISHMENT MILE 0.360 0.360

A0060 15214-2000 SURVEY AND STAKING,

RETAINING WALL LPSM All ALL

A0080 15215-2000 SURVEY AND STAKING, BRIDGE EACH 1 1

A0100 15215-3000 SURVEY AND STAKING,

DRAINAGE STRUCTURE EACH 50 50

A0120 15215-8000 SURVEY AND STAKING,

INTERSECTION EACH 2 2

A0140 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING

CONTROL MILE 0.950 0.950

A0160 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 1.910 1.910

A0180 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0200 15401-0000 CONTRACTOR TESTING LPSM ALL

A0220 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0240 15701-0000 SOIL EROSION CONTROL LPSM All ALL

A0260 15702-3000 SOIL EROSION CONTROL,

SUPERVISOR LPSM All ALL

A0280 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM All ALL

A0300 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0320 20101-0000 CLEARING AND GRUBBING ACRE 0.9 0.1 1.0

A0340 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 72 3 75

A0360 20301-0100 REMOVAL OF BOLLARD EACH 4 4

A0380 20301-0400 REMOVAL OF BRIDGE EACH 1 1

A0400 20301-1400 REMOVAL OF INLET EACH 9 1 10

A0420 20301-1700 REMOVAL OF MANHOLE EACH 1 1

A0440 20301-2400 REMOVAL OF SIGN EACH 65 5 70

A0460 20302-0300 REMOVAL OF CURB AND

GUTTER, CONCRETE LNFT 4,277 123 4,400

A0480 20302-2100 REMOVAL OF PIPE CULVERT LNFT 597 33 630

A0500 20302-2300 REMOVAL OF WATERLINE

(SERVICE LINE) LNFT 200 10 210

A0520 20303-3200 REMOVAL OF SIDEWALK,

CONCRETE SQYD 2,808 109 146 3,063

A0540 20303-3600 REMOVAL OF WALL SQYD 304 16 320

A0560 20401-0000 ROADWAY EXCAVATION CUYD 10,218 482 10,700

A0580 20801-0000 STRUCTURE EXCAVATION CUYD 840 840 Contract Quantity

MileStone: Final Date Completed: In Progress Report Date: 08/08/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -O ct -2

:5

A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities h tt p s:

a ec o m

-m y.

sh a re p o in t.

co m /p er so n a l/ is a b el b u tl er a ec o m co m /D o cu m en ts /D es kt o p /P ro je ct s/

E st es P a rk

/E st im a te

E st es P ar k

S O

Q S h ee ts .x ls m

]S h ee t

STATE PROJECT

B-1CO FLAP 36(1)CO

SHEET

NUMBER

AONIS

SE

F O

R P

L ENG

IN

E E R

AONIS

SE

F O

R P

L ENG

IN

E E R

S T E

P H

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McQ

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U

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K

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R

E

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R O

L O

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10/3/22 shannon_forry Text Box

B-13 to B-17 B-11 to B-12 B-17 B-25 to B-28 S-03 & S-38 to S-39 G-8, B-25 to B-28 B-29 B-18 to B-23 B-24

Roadway Summary

Drainage Summary

Channel Summary

Landscaping Summary

Structures Summary Walls Utility

Summary

Permanent Traffic

Summary

Temporary Traffic

Summary Allowances

Bid Schedule

A0600 20803-0000 STRUCTURAL BACKFILL Contract Quantity

(MECHANICALLY STABILIZED) CUYD 930 930

A0620 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 18 2 20

A0640 25101-2500 PLACED RIPRAP, METHOD B,

CLASS 5 CUYD 179 11 190

A0660 25101-2700 PLACED RIPRAP, METHOD B,

CLASS 7 CUYD 279 21 300

A0680 25125-0000 BOULDER (4'LX2'WX2'H ROUGH

CUT SANDSTONE) EACH 10 10

A0700 25125-0000 BOULDER (24-INCH DIA.) EACH 10 10

A0720 25125-0000 BOULDER (36-INCH DIA.) EACH 9 9

A0740 25126-0000 REMOVE AND RESET BOULDER EACH 160 10 170

A0760 25210-0000 ROCKERY (SANDSTONE RIVER

ACCESS) SQFT 530 20 550

A0780 25210-0000 ROCKERY (DRY STACKED,

SLOPED BOULDER WALL) SQFT 480 20 500

A0800 25501-2000 MECHANICALLY STABILIZED

EARTH WALL, GABION FACE SQFT 2,693 107 2,800

A0820 25510-0000 SELECT GRANULAR BACKFILL CUYD 1,030 50 1,080

A0840 25701-0100 CONTRACTOR FURNISHED

GABION WALL DESIGN LPSM All ALL

A0860 25801-0000 REINFORCED CONCRETE Contract Quantity

RETAINING WALL SQFT 1,787 93 1,880

A0880 25801-0000 REINFORCED CONCRETE

RETAINING WALL (TYPE 2

WITH STONE CAP) SQFT 970 30 1,000

A0900 25801-0000 REINFORCED CONCRETE

RETAINING WALL (BRICK

COPING) SQFT 421 19 440

A0920 25801-0000 REINFORCED CONCRETE

RETAINING WALL (TYPE 1A

WITH STONE CAP) SQFT 638 32 670

A0940 25801-0000 REINFORCED CONCRETE

RETAINING WALL (TYPE 3

WITH STONE CAP) SQFT 719 31 750

A0960 25801-0000 REINFORCED CONCRETE

RETAINING WALL (TYPE 1B

WITH STONE CAP) SQFT 35 5 40

A0980 30101-0000 AGGREGATE BASE TON 5,434 266 5,700

-O ct -2

:5

A

M

MileStone: Final Date Completed: In Progress Report Date: 08/08/22 h tt p s:

a ec o m

-m y.

sh a re p o in t.

co m /p er so n a l/ is a b el b u tl er a ec o m co m /D o cu m en ts /D es kt o p /P ro je ct s/

E st es P a rk

/E st im a te

E st es P ar k

S O

Q S h ee ts .x ls m

]S h ee 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

B-2CO FLAP 36(1)CO

SHEET

NUMBER

AONIS

SE

F O

R P

L ENG

IN

E E R

AONIS

SE

F O

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L ENG

IN

E E R

S T E

P H

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10/3/22 shannon_forry

B-13 to B-17 B-11 to B-12 B-17 B-25 to B-28 S-03 & S-38 to S-39 G-8, B-25 to B-28 B-29 B-18 to B-23 B-24

Roadway Summary

Drainage Summary

Channel Summary

Landscaping Summary

Structures Summary Walls Utility

Summary

Permanent Traffic

Summary

Temporary Traffic

Summary Allowances

Bid Schedule

A1020 40101-0600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH

NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3

MILLION ESAL TON 5,463 47 290 5,800

A1060 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 546 24 570

A1100 40302-0000 ASPHALT CONCRETE PAVEMENT

(TEMPORARY) SQYD 4,000 200 4,200

A1120 40601-0000 FOG SEAL TON 9 1 10

A1140 41102-1000 PRIME COAT, METHOD 1 SQYD 14,371 629 15,000

A1160 41105-0000 BLOTTER TON 36 4 40

A1180 41201-0000 TACK COAT TON 18 2 20

A1200 41301-0000 ASPHALT PAVEMENT MILLING SQYD 8,343 426 431 9,200

A1220 41401-2000 CRACKS, CLEANING AND

SEALING LNFT 3,051 149 3,200

A1240 41401-3000 CRACKS, CLEANING AND

FILLING LNFT 1,525 75 1,600

A1260 41410-0000 JOINT SEALANT AND CRACK

FILLER LB 115 5 120

A1280 41801-2000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 2 SQYD 1,262 63 1,325

A1300 50101-2900 MINOR CONCRETE PAVEMENT,

PLAIN, 9-INCH DEPTH

(COLORED) SQYD 193 7 200

A1320 50101-2900 MINOR CONCRETE PAVEMENT,

PLAIN, 9-INCH DEPTH SQYD 4,185 215 4,400

A1340 55201-0200 STRUCTURAL CONCRETE, CLASS Contract Quantity

A (AE) CUYD 240 165 405

A1360 55302-3500 PRECAST, PRESTRESSED Contract Quantity

CONCRETE SLAB (GIRDER) LNFT 607 607

A1380 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 151 50,259 24,487 74,897

A1400 55601-1200 BRIDGE RAILING, STEEL, Contract Quantity

THREE RAIL (TYPE 10MASH,

SPECIAL) LNFT 193 388 581

A1420 56302-1000 PAINTING, CONCRETE Contract Quantity

STRUCTURE SQFT 950 950

A1440 56401-3000 BEARING DEVICE, SLIDING EACH 32 32

A1460 56501-0200 DRILLED SHAFT, 24-INCH

DIAMETER LNFT 227 13 240

-O ct -2

:5

A

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MileStone: Final Date Completed: In Progress Report Date: 08/08/22 h tt p s:

a ec o m

-m y.

sh a re p o in t.

co m /p er so n a l/ is a b el b u tl er a ec o m co m /D o cu m en ts /D es kt o p /P ro je ct s/

E st es P a rk

/E st im a te

E st es P ar k

S O

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]S h ee 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

B-3CO FLAP 36(1)CO

SHEET

NUMBER

AONIS

SE

F O

R P

L ENG

IN

E E R

AONIS

SE

F O

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L ENG

IN

E E R

S T E

P H

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U

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10/3/22 shannon_forry

B-13 to B-17 B-11 to B-12 B-17 B-25 to B-28 S-03 & S-38 to S-39 G-8, B-25 to B-28 B-29 B-18 to B-23 B-24

Roadway Summary

Drainage Summary

Channel Summary

Landscaping Summary

Structures Summary Walls Utility

Summary

Permanent Traffic

Summary

Temporary Traffic

Summary Allowances

Bid Schedule

A1480 56501-0300 DRILLED SHAFT, 30-INCH

DIAMETER LNFT 65 5 70

A1500 56901-0000 CONCRETE OVERLAY SQYD 371 371 Contract Quantity

A1520 60101-0000 CONCRETE CUYD 11 11 Contract Quantity

A1540 60102-0000 CONCRETE (MINOR

STRUCTURES, STAIRS) SQYD 60 60

A1560 60102-0000 CONCRETE (MINOR

STRUCTURES, ADA RAMP) SQYD 32 3 35

A1580 60103-0100 CONCRETE, HEADWALL FOR

18-INCH PIPE CULVERT EACH 3 3

A1600 60103-2040 CONCRETE, HEADWALL FOR

60-INCH EQUIVALENT

DIAMETER PIPE CULVERT EACH 1 1

A1620 60201-0500 15-INCH PIPE CULVERT (HDPE) LNFT 8 2 10

A1640 60201-0500 15-INCH PIPE CULVERT LNFT 170 180

A1660 60201-0600 18-INCH PIPE CULVERT LNFT 955 45 1,000

A1680 60201-0800 24-INCH PIPE CULVERT LNFT 135 10 145

A1700 60201-0900 30-INCH PIPE CULVERT LNFT 154 16 170

A1720 60201-1200 48-INCH PIPE CULVERT LNFT 53 7 60

A1740 60202-0200 18-INCH EQUIVALENT

DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT LNFT 82 8 90

A1760 60202-1000 60-INCH EQUIVALENT

DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT LNFT 457 23 480

A1780 60401-0000 MANHOLE EACH 5 5

A1800 60401-0000 MANHOLE (BOX BASE) EACH 5 5

A1820 60403-0000 INLET TYPE 16 (DOUBLE) (10

FOOT) EACH 3 3

A1840 60403-0000 INLET TYPE R KL10 (10 FOOT) EACH 1 1

A1860 60403-0000 INLET (TYPE 13, 5-FOOT) EACH 3 3

A1880 60403-0000 INLET (TYPE D, 10-FOOT) EACH 3 3

A1900 60403-0000 INLET (TYPE R L 5, 10-FOOT) EACH 7 7

A1920 60403-0000 INLET (TYPE R L 10,

10-FOOT) EACH 1 1

A1940 60403-0000 INLET (TYPE 16, DOUBLE,

5-FOOT) EACH 2 2

A1960 60403-0000 INLET (TYPE 16, 10-FOOT) EACH 3 3

A1980 60403-0000 INLET (TYPE 16, TRIPLE,

5-FOOT) EACH 1 1

-O ct -2

:5

A

M

MileStone: Final Date Completed: In Progress Report Date: 08/08/22 h tt p s:

a ec o m

-m y.

sh a re p o in t.

co m /p er so n a l/ is a b el b u tl er a ec o m co m /D o cu m en ts /D es kt o p /P ro je ct s/

E st es P a rk

/E st im a te

E st es P ar k

S O

Q S h ee ts .x ls m

]S h ee t (4

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

B-4CO FLAP 36(1)CO

SHEET

NUMBER

AONIS

SE

F O

R P

L ENG

IN

E E R

AONIS

SE

F O

R P

L ENG

IN

E E R

S T E

P H

E N

McQ

20244

U

IL

K

IN

J.

GSTE

R

E

IODA

R O

L O

C

E D

R

10/3/22 shannon_forry

B-13 to B-17 B-11 to B-12 B-17 B-25 to B-28 S-03 & S-38 to S-39 G-8, B-25 to B-28 B-29 B-18 to B-23 B-24

Roadway Summary

Drainage Summary

Channel Summary

Landscaping Summary

Structures Summary Walls Utility

Summary

Permanent Traffic

Summary

Temporary Traffic

Summary Allowances

Bid Schedule

A2000 60403-0000 INLET (TYPE R L 15, 5-FOOT) EACH 1 1

A2020 60403-0000 INLET (TYPE 16, 5-FOOT) EACH 5 5

A2040 60403-0000 INLET (TYPE C, 5-FOOT) EACH 2 2

A2060 60403-0000 INLET (TYPE R L 5, 5-FOOT) EACH 5 5

A2080 60405-0000 MANHOLE ADJUSTMENT EACH 30 3 33

A2100 60407-0000 CAPPING INLETS AND MANHOLES EACH 1 1

A2120 60526-0000 DRAINAGE CHASE LNFT 53 7 60

A2140 60901-0000 CURB, CONCRETE (TYPE 2,

SECTION M) LNFT 220 20 240

A2160 60901-0000 CURB, CONCRETE (TYPE 6,

SECTION M) LNFT 865 35 900

A2180 60901-0000 CURB, CONCRETE (TYPE 2,

SECTION B) LNFT 1,447 53 1,500

A2200 60901-0000 CURB, CONCRETE

(REINFORCED, 24-INCH DEPTH) LNFT 22 3 25

A2220 60901-4200 CURB, STONE, TYPE 1,

18-INCH DEPTH (SANDSTONE

LANDSCAPE PLANTING BED

CURB) LNFT 252 18 270

A2240 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH (TYPE 2,

SECTION IIM) LNFT 20 5 25

A2260 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH (TYPE 2,

SECTION IB) LNFT 889 41 930

A2280 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH (TYPE 2,

SECTION IIB) LNFT 4,471 229 4,700

A2300 60905-1000 GUTTER, CONCRETE (TYPE 2) LNFT 464 26 490

A2320 61101-0000 WATER SYSTEM LPSM All ALL

A2340 61103-1100 12-INCH ENCASEMENT PIPE,

GALVANIZED STEEL LNFT 70 5 75

A2360 61107-0000 WATER METER (1 1/2 INCH) EACH 2 2

A2380 61108-4000 ADJUST VALVE BOX EACH 31 34

A2400 61109-4000 RELOCATE FIRE HYDRANT EACH 1 1

A2420 61110-1000 IRRIGATION SYSTEM LPSM All ALL

A2440 61202-1000 10-INCH SEWER LINE, PLASTIC LNFT 70 10 80

A2460 61206-0000 RELOCATE SANITARY SERVICE EACH 1 1

A2480 61207-0000 CLEANOUT EACH 1 1

A2500 61501-0100 SIDEWALK, CONCRETE SQYD 2,257 113 2,370

-O ct -2

:5

A

M

MileStone: Final Date Completed: In Progress Report Date: 08/08/22 h tt p s:

a ec o m

-m y.

sh a re p o in t.

co m /p er so n a l/ is a b el b u tl er a ec o m co m /D o cu m en ts /D es kt o p /P ro je ct s/

E st es P a rk

/E st im a te

E st es P ar k

S O

Q S h ee ts .x ls m

]S h ee t (5

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

B-5CO FLAP 36(1)CO

SHEET

NUMBER

AONIS

SE

F O

R P

L ENG

IN

E E R

AONIS

SE

F O

R P

L ENG

IN

E E R

S T E

P H

E N

McQ

20244

U

IL

K

IN

J.

GSTE

R

E

IODA

R O

L O

C

E D

R

10/3/22 shannon_forry

B-13 to B-17 B-11 to B-12 B-17 B-25 to B-28 S-03 & S-38 to S-39 G-8, B-25 to B-28 B-29 B-18 to B-23 B-24

Roadway Summary

Drainage Summary

Channel Summary

Landscaping Summary

Structures Summary Walls Utility

Summary

Permanent Traffic

Summary

Temporary Traffic

Summary Allowances

Bid Schedule

A2520 61501-0200 SIDEWALK, COLORED CONCRETE

(STAMPED) SQYD 2,182 118 2,300

A2540 61501-0900 SIDEWALK, STONE (SALVAGED

SANDSTONE PAVER) SQYD 66 4 70

A2560 61502-1000 DRIVE PAD, CONCRETE SQYD 530 30 560

A2580 61504-1000 ACCESSIBILITY RAMP,

CONCRETE SQYD 722 38 760

A2600 61701-4500 GUARDRAIL SYSTEM MGS, TYPE

2, CLASS A STEEL POSTS

(7-FOOT POSTS) LNFT 150 10 160

A2620 61702-0000 TERMINAL SECTION EACH 1 1

A2640 61702-1200 TERMINAL SECTION, TYPE LST

(TYPE 3D) EACH 2 2

A2660 61702-1200 TERMINAL SECTION, TYPE LST

(TYPE 3K) EACH 1 1

A2680 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT (NON FLARED)(TL-3) EACH 1 1

A2700 61707-4000 STRUCTURE TRANSITION

RAILING, MGS SYSTEM (TYPE

3G) LNFT 25 25

A2720 61707-4000 STRUCTURE TRANSITION

RAILING, MGS SYSTEM (TYPE

3H) LNFT 20 20

A2740 61708-1000 REMOVE AND RESET, GUARDRAIL LNFT 13 13

A2760 61901-0000 FENCE (TREE PROTECTION) LNFT 1,160 40 1,200

A2780 61901-0000 FENCE (ELK TREE PROTECTION) LNFT 2,950 150 3,100

A2800 61901-2250 FENCE, RAIL LNFT 90 10 100

A…