A002_CO_FLAP_CR_5(1).pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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.

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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or

(c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

D. OTHER (Specify type of modification and authority)

E. IMPORTANT:

Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

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 a nd effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

PREVIOUS EDITION UNUSABLE STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

( ) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.)

SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

1 15

A002 3/5/15 CO FLAP CR 5(1)

6905001

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENU, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: Jeremiah Rogers, Contract Specialist

DTFH6814B00022

2/13/15

0*

✔ * See Below

Invitation for Bid (A Pages) Remove bid schedule page A-5 thru A-12 and replace with new bid schedule A-5 thru A-12. Several quantity changes were made.

Plans Remove plans cover page and replace with new plan cover page.

Remove plan sheets 9 & 10 and replace with new plan sheets 9 & 10. Several quantity changes were made.

Remove plan sheets 70 & 71 and replace with new plan sheets 70 & 71. Several details were deleted from the plans.

Remove plan sheet 84 and replace with new plan sheet 84. Several quantities were changed.

*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 SF-1442, PAGE A-2, OF THE SOLICITATION)

A - 5

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

A0001 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0011 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0021 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0031 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0041 15705-0100 SOIL EROSION CONTROL, SILT FENCE

6,550 LNFT $____________ $____________

A0051 15705-0500 SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE

325 LNFT $____________ $____________

A0061 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

720 LNFT $____________ $____________

A0071 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

28 EACH $____________ $____________

A0081 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE -

(Concrete Washout Structure - 2 EACH) INCLUDED IN ITEM 15706-1600

4 EACH $____________ $____________

A0091 15708-1000 SOIL EROSION CONTROL, SUPERVISOR

36 DAY $____________ $____________

A0101 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

A0111 20301-0600 REMOVAL OF CATTLE GUARD

1 EACH $____________ $____________

A0121 20301-0700 REMOVAL OF DELINEATOR

42 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 5(1)

Project Name:CR5 - CR3 Intersection

Amendment A002 3/5/15

A - 6

A0131 20301-1900 REMOVAL OF PIPE CULVERT

4 EACH $____________ $____________

A0141 20301-2400 REMOVAL OF SIGN

7 EACH $____________ $____________

A0151 20301-2700 REMOVAL OF STRUCTURE

1 EACH $____________ $____________

A0161 20302-0700 REMOVAL OF FENCE

6,739 LNFT $____________ $____________

A0171 20302-1200 REMOVAL OF GUARDRAIL - (Removal of End Anchorage - 7 EACH) INCLUDED

IN ITEM 20302-1200

1,719 LNFT $____________ $____________

A0181 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

A0191 20420-0000 EMBANKMENT CONSTRUCTION

76,082 CUYD $____________ $____________

A0201 20435-1000 BACKFILL, SELECT GRANULAR

6 CUYD $____________ $____________

A001 A0211 20801-0000 STRUCTURE EXCAVATION

441 CUYD $____________ $____________

A001 A0221 20803-0000 STRUCTURAL BACKFILL

271 CUYD $____________ $____________

A0231 25101-2000 PLACED RIPRAP, CLASS 2

3 CUYD $____________ $____________

A0241 25101-3000 PLACED RIPRAP, CLASS 3 - (Geotextile (Erosion Control) (Class 1) - 152 SY)

INCLUDED IN ITEM 25101-3000

102 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 5(1)

Project Name:CR5 - CR3 Intersection

A - 7

A0251 25110-5000 GROUTED RIPRAP, CLASS 5

164 CUYD $____________ $____________

A0261 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE -

(Mechanical Reinforecement of Soil - 2,561 CY), (Geotextile (Drainage) (Class 2) - 4,619

SY), (6 Inch Peforated Pipe Underdrain - 674 LF), (Geocomposite Drain - 243 SY) &

(Subsurface Drain Outlet - 397 LF) INLUDED IN ITEM 25501-1000

7,258 SQFT $____________ $____________

A0271 30101-3000 AGGREGATE BASE GRADING E

12,197 TON $____________ $____________

A0281 30105-1000 SUBBASE GRADING A

10,123 TON $____________ $____________

A0291 40101-0900 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL - (Asphalt Cement Performance Grade (PG 76-28) - 232 TON) &

(Asphalt Cement Peformance Grade (PG 58-28) - 425 TON) INCLUDED IN ITEM

40101-0900

10,070 TON $____________ $____________

A0311 41202-0000 TACK COAT

1,568 GAL $____________ $____________

A0321 41301-0000 ASPHALT PAVEMENT MILLING

14,329 SQYD $____________ $____________

A0331 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

264 SQYD $____________ $____________

A0341 42801-0100 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 1

125 SQYD $____________ $____________

A001 A0351 55201-0600 STRUCTURAL CONCRETE, CLASS C (AE) - (Reinforcing Steel - 2,495 LB)

INCLUDED IN ITEM 60101-0000

43 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 5(1)

Project Name:CR5 - CR3 Intersection

A - 8

A0361 60201-0400 12-INCH PIPE CULVERT

124 LNFT $____________ $____________

A0371 60201-1000 36-INCH PIPE CULVERT

547 LNFT $____________ $____________

A0381 60220-3250 10 FEET SPAN, 10 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

99 LNFT $____________ $____________

A0391 60403-0000 INLET

1 EACH $____________ $____________

A0401 60811-0000 DRAINAGE CHUTE

3 EACH $____________ $____________

A0411 60901-2100 CURB, ASPHALT, 4-INCH DEPTH

650 LNFT $____________ $____________

A0421 60908-1000 PAVED DITCH, ASPHALT

9 SQYD $____________ $____________

A0431 61601-1000 SLOPE PAVING, CONCRETE

11 SQYD $____________ $____________

A0441 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

2,285 LNFT $____________ $____________

A0451 61702-0600 TERMINAL SECTION, TYPE FLARED

3 EACH $____________ $____________

A0461 61702-0800 TERMINAL SECTION TYPE TANGENT

2 EACH $____________ $____________

A0471 61901-0000 FENCE

1,000 LNFT $____________ $____________

A0481 61901-0600 FENCE, BARBED WIRE

6,405 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 5(1)

Project Name:CR5 - CR3 Intersection

A - 9

A0491 61902-1100 GATE, METAL, 10 FEET WIDTH

2 EACH $____________ $____________

A0501 61902-1500 GATE, METAL, 18 FEET WIDTH

3 EACH $____________ $____________

A0511 61902-1600 GATE, METAL, 20 FEET WIDTH

1 EACH $____________ $____________

A0521 61902-1800 GATE, METAL, 24 FEET WIDTH

1 EACH $____________ $____________

A0531 61903-1500 CATTLE GUARD, 40 FEET

1 EACH $____________ $____________

A0541 62201-0000 EQUIPMENT

50 HOUR $____________ $____________

A0551 62201-0350 BACKHOE

50 HOUR $____________ $____________

A0561 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

A0571 62201-1350 BULLDOZER, 200HP MINIMUM FLYWHEEL POWER

70 HOUR $____________ $____________

A0581 62201-2050 ROLLER

50 HOUR $____________ $____________

A0591 62201-2750 MOTOR GRADER

70 HOUR $____________ $____________

A0601 62301-0000 GENERAL LABOR

170 HOUR $____________ $____________

A0611 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

A0621 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH - (Soil Conditioning -

12.14 ACRE) INCLUDED IN ITEM 62401-0300

52,864 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 5(1)

Project Name:CR5 - CR3 Intersection

A - 10

A0631 62510-1000 SEEDING, DRY METHOD

10.92 ACRE $____________ $____________

A0641 62515-1000 MULCHING, DRY METHOD - (Mulch Tackifier - 2,442 LB) INCLUDED IN ITEM

62515-1000

10.92 ACRE $____________ $____________

A0651 62901-0000 ROLLED EROSION CONTROL PRODUCT

7,845 SQYD $____________ $____________

A0661 63302-0000 SIGN SYSTEM

47 SQFT $____________ $____________

A0671 63302-0000 SIGN SYSTEM - (Steel Sign Post (U-2) - 8 LF), (Steel Sign Support (2-Inch

Round)(Post & Socket) - 85 LF) & (Steel Sign Support (2-1/2 Inch Round)(Post and

Slipbase) - 22 LF) INCLUDED IN ITEM 63302-0000

18 SQFT $____________ $____________

A0681 63309-0100 DELINEATOR, TYPE 1

65 EACH $____________ $____________

A0691 63309-0200 DELINEATOR, TYPE 2

31 EACH $____________ $____________

A0701 63309-0300 DELINEATOR, TYPE 3

14 EACH $____________ $____________

A0711 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

A0721 63403-0900 PAVEMENT MARKINGS, TYPE I

24 SQFT $____________ $____________

A0731 63403-0900 PAVEMENT MARKINGS, TYPE I

163 SQFT $____________ $____________

A0741 63404-0500 PAVEMENT MARKINGS, TYPE E

115 GAL $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 5(1)

Project Name:CR5 - CR3 Intersection

A - 11

A0751 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A0761 63502-0100 TEMPORARY TRAFFIC CONTROL, ADVANCE WARNING ARROW PANEL,

TYPE A

3 EACH $____________ $____________

A0771 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

200 EACH $____________ $____________

A0781 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

155 EACH $____________ $____________

A0791 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

8 EACH $____________ $____________

A0801 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

3 EACH $____________ $____________

A0811 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

A0821 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

8 EACH $____________ $____________

A0831 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

A0841 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

72 LNFT $____________ $____________

A0851 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,800 LNFT $____________ $____________

A0861 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

51 SQFT $____________ $____________

A0871 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

12 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 5(1)

Project Name:CR5 - CR3 Intersection

A - 12

A0881 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,000 HOUR $____________ $____________

A0891 63601-2000 SYSTEM INSTALLATION, LIGHTING - (2 Inch Electrical Conduit (Plastic) - 1,890

LF) & (Pull Box (24"x20"x12") - 10 EACH) INCLUDED IN ITEM 63601-2000

ALL LPSM $___LPSM_____ $____________

A0901 63601-3000 SYSTEM INSTALLATION, ELECTRICAL - (2 Inch Electrical Conduit (Plastic) - 453

LF), (3 Inch Electrical Conduit (Plastic) - 580 LF), (Pull Box (Special) - 1 EACH) & (Pull

Box (24"x36"x18" - 3 EACH) INCLUDED IN ITEM 63601-3000

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 5(1)

Project Name:CR5 - CR3 Intersection