Amendment 002.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.)

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 OF PAGES

Page A - 11

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Amendment A002 September 1, 2020

Page A - 12

Contract Quantity Pay Items

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDER (NM BT 63)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-0500 BRIDGE RAILING, CONCRETE

61707-0000 STRUCTURE TRANSITION RAILING

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

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

0.142 MILE $____________ $____________

A0060 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

A0080 15215-4000 SURVEY AND STAKING, PERMANENT MONUMENT AND MARKER

1 EACH $____________ $____________

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.284 MILE $____________ $____________

A0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

850 LNFT $____________ $____________

A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM

12 EACH $____________ $____________

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 13

A0240 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0260 20101-0000 CLEARING AND GRUBBING

1.8 ACRE $____________ $____________

A0280 20301-2400 REMOVAL OF SIGN

25 EACH $____________ $____________

A0300 20302-1200 REMOVAL OF GUARDRAIL

645 LNFT $____________ $____________

A0320 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A0340 20401-0000 ROADWAY EXCAVATION

565 CUYD $____________ $____________

A0360 20441-0000 WASTE

340 CUYD $____________ $____________

A0380 20801-0000 STRUCTURE EXCAVATION

420 CUYD $____________ $____________

A0400 20803-0000 STRUCTURAL BACKFILL

90 CUYD $____________ $____________

A0420 26001-0000 ROCK BOLT (SIZE #10)

150 LNFT $____________ $____________

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,040 TON $____________ $____________

A0460 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

640 TON $____________ $____________

A0480 40601-0000 FOG SEAL

1.3 TON $____________ $____________

A0500 41102-1000 PRIME COAT, METHOD 1

2,930 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 14

A0520 41105-0000 BLOTTER

5 TON $____________ $____________

A0540 41201-0000 TACK COAT

1.3 TON $____________ $____________

A0560 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

290 CUYD $____________ $____________

A0580 55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDER (NM BT 63)

410 LNFT $____________ $____________

A0600 55401-1000 REINFORCING STEEL

13,300 LB $____________ $____________

A0620 55401-2000 REINFORCING STEEL, EPOXY COATED

42,500 LB $____________ $____________

A0640 55601-0500 BRIDGE RAILING, CONCRETE

255 LNFT $____________ $____________

A0660 56401-1000 BEARING DEVICE, ELASTOMERIC (EXPANSION)

8 EACH $____________ $____________

A0680 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

37.5 LNFT $____________ $____________

A0700 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $____________ $____________

A0720 61707-0000 STRUCTURE TRANSITION RAILING

200 LNFT $____________ $____________

A0740 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

A0760 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

A0780 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 15

A0800 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

A0820 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

15 HOUR $____________ $____________

A0840 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

A0860 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

0.30 ACRE $____________ $____________

A0880 62510-1000 SEEDING, DRY METHOD

0.30 ACRE $____________ $____________

A0900 62515-1000 MULCHING, DRY METHOD

0.30 ACRE $____________ $____________

A0920 63301-0000 SIGN SYSTEM

3 EACH $____________ $____________

A0940 63308-0000 OBJECT MARKER

20 EACH $____________ $____________

A0960 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

1.5 MILE $____________ $____________

A0980 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (#1521 REMOVE AND RESTORE)

ALL LPSM $___LPSM_____ $____________

A1000 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (#1521 CONSTRUCT AND

MAINTAIN)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 16

Contract Quantity Pay Items

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDER (NM BT 63)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-0500 BRIDGE RAILING, CONCRETE

61707-0000 STRUCTURE TRANSITION RAILING

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.225 MILE $____________ $____________

X0060 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

X0080 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.450 MILE $____________ $____________

X0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,000 LNFT $____________ $____________

X0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM

20 EACH $____________ $____________

X0200 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

X0220 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 17

X0240 20101-0000 CLEARING AND GRUBBING

2.1 ACRE $____________ $____________

X0260 20301-2400 REMOVAL OF SIGN

43 EACH $____________ $____________

X0280 20302-0700 REMOVAL OF FENCE

230 LNFT $____________ $____________

X0300 20302-1200 REMOVAL OF GUARDRAIL

840 LNFT $____________ $____________

X0320 20401-0000 ROADWAY EXCAVATION

14,550 CUYD $____________ $____________

X0340 20441-0000 WASTE

22,300 CUYD $____________ $____________

X0360 20501-0000 CONTROLLED BLAST HOLE

6,900 LNFT $____________ $____________

X0380 20801-0000 STRUCTURE EXCAVATION

360 CUYD $____________ $____________

X0400 20803-0000 STRUCTURAL BACKFILL

160 CUYD $____________ $____________

X0420 21101-1000 ROADWAY OBLITERATION, METHOD 1

75 SQYD $____________ $____________

X0440 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

2 CUYD $____________ $____________

X0460 25801-0100 REINFORCED CONCRETE RETAINING WALL, 4 FEET

58 SQFT $____________ $____________

X0480 25801-0300 REINFORCED CONCRETE RETAINING WALL, 8 FEET

102 SQFT $____________ $____________

X0500 25801-0400 REINFORCED CONCRETE RETAINING WALL, 10 FEET

107 SQFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 18

X0520 25801-0500 REINFORCED CONCRETE RETAINING WALL, 12 FEET

224 SQFT $____________ $____________

X0540 25801-0600 REINFORCED CONCRETE RETAINING WALL, 14 FEET

228 SQFT $____________ $____________

X0560 25801-1100 REINFORCED CONCRETE RETAINING WALL, 20 FEET

316 SQFT $____________ $____________

X0580 26001-0000 ROCK BOLT (SIZE #10)

150 LNFT $____________ $____________

X0600 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,535 TON $____________ $____________

X0620 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

945 TON $____________ $____________

X0640 40601-0000 FOG SEAL

1.9 TON $____________ $____________

X0660 41102-1000 PRIME COAT, METHOD 1

4,340 SQYD $____________ $____________

X0680 41105-0000 BLOTTER

6 TON $____________ $____________

X0700 41201-0000 TACK COAT

1.9 TON $____________ $____________

A002 X0720 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

360 CUYD $____________ $____________

X0740 55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDER (NM BT 63)

456 LNFT $____________ $____________

X0760 55401-1000 REINFORCING STEEL

23,750 LB $____________ $____________

X0780 55401-2000 REINFORCING STEEL, EPOXY COATED

49,400 LB $____________ $____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 19

X0800 55601-0500 BRIDGE RAILING, CONCRETE

294 LNFT $____________ $____________

X0820 56401-1000 BEARING DEVICE, ELASTOMERIC (EXPANSION)

8 EACH $____________ $____________

X0840 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

375.0 LNFT $____________ $____________

X0860 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $____________ $____________

X0880 61707-0000 STRUCTURE TRANSITION RAILING

200 LNFT $____________ $____________

X0900 61901-0000 FENCE (PEDESTRIAN SAFETY)

225 LNFT $____________ $____________

X0920 61901-0600 FENCE, BARBED WIRE

230 LNFT $____________ $____________

X0940 61904-0000 BOLLARD POST

10 EACH $____________ $____________

X0960 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

X0980 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

X1000 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

X1020 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

X1040 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

15 HOUR $____________ $____________

X1060 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 20

X1080 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

0.72 ACRE $____________ $____________

X1100 62510-1000 SEEDING, DRY METHOD

0.72 ACRE $____________ $____________

X1120 62515-1000 MULCHING, DRY METHOD

0.72 ACRE $____________ $____________

X1140 63301-0000 SIGN SYSTEM

11 EACH $____________ $____________

X1160 63308-0000 OBJECT MARKER

21 EACH $____________ $____________

X1180 63309-0000 DELINEATOR

35 EACH $____________ $____________

X1200 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

2.0 MILE $____________ $____________

X1220 63501-0000 TEMPORARY TRAFFIC CONTROL (#1520)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:NM FLAP 152(1)

Project Name:NM 152 Bridges

Page A - 21

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 15)

Schedule X - Option(Page A - 20)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:NM FLAP 152(1) Project Name:NM 152 Bridges

B8-B10 S25

Option X Tabulation of Quantities

Option X Bridge #1520

Allowance Bid Schedule

X0580 26001-0000 ROCK BOLT (SIZE #10) As directed by CO as per FHWA geotechnical engineer at bridge

LNFT 150 150 #1520 abutment footing

X0600 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,463 72 1,535

X0620 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 900 45 945

X0640 40601-0000 FOG SEAL TON 1.8 0.1 1.9

X0660 41102-1000 PRIME COAT, METHOD 1 SQYD 4,132 208 4,340

X0680 41105-0000 BLOTTER TON 6 Assumed 20% of area

X0700 41201-0000 TACK COAT TON 1.8 0.1 1.9

A002 X0720 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 360 360 Contract Quantity

X0740 55302-3200 PRECAST, PRESTRESSED CONCRETE Contract Quantity

GIRDER (NM BT 63) LNFT 456 456

X0760 55401-1000 REINFORCING STEEL LB 23,750 23,750 Contract Quantity

X0780 55401-2000 REINFORCING STEEL, EPOXY COATED LB 49,400 49,400 Contract Quantity

X0800 55601-0500 BRIDGE RAILING, CONCRETE LNFT 294 294 Contract Quantity

X0820 56401-1000 BEARING DEVICE, ELASTOMERIC

(EXPANSION) EACH 8 8

X0840 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS LNFT 362.5 12.5 375.0

X0860 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 4 4

X0880 61707-0000 STRUCTURE TRANSITION RAILING LNFT 200 200 Contract Quantity

X0900 61901-0000 FENCE (PEDESTRIAN SAFETY) LNFT 214 11 225

X0920 61901-0600 FENCE, BARBED WIRE LNFT 215 15 230

X0940 61904-0000 BOLLARD POST EACH 8 2 10

X0960 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM

CAPACITY HOUR 10

X0980 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 10

X1000 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

X1020 62301-0000 GENERAL LABOR HOUR 20

X1040 62302-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES HOUR 15

X1060 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 10

X1080 62402-0200 FURNISHING AND PLACING TOPSOIL,

3-INCH DEPTH ACRE 0.69 0.03 0.72

X1100 62510-1000 SEEDING, DRY METHOD ACRE 0.69 0.03 0.72

X1120 62515-1000 MULCHING, DRY METHOD ACRE 0.69 0.03 0.72

X1140 63301-0000 SIGN SYSTEM EACH 11 11

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SUMMARY OF QUANTITIES - Option X

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

NM FLAP 152(1)

NM 152 BridgesNM

SHEET

NUMBER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: CRAIG HOLSOPPLE

Remove and replace pages A-11 to A-21 of the solicitation with the attached corresponding pages.

Remove and replace Sheet B4 of the plans with the attached corresponding sheet.

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