A002.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6816B00020

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

07/15/2016

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

CFL16HFPM231

6. PROJECT NO.

NV BLM 10(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Agnes Rysz, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 08/16/16 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53-236-1(e)

X

X

_______08/23/2016

A002 08/12/2016

B I D S C H E D U L E Schedule B Account: ALL

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60801-0400

Line B1040 87 SQYD $ $

60901-0000

Line B1060 12,700 LNFT $ $

60901-2100

Line B1080 19,500 LNFT $ $

60915-1000

Line B1100 371 EACH $ $

61501-0100

Line B1120 2,700 SQYD $ $

61901-2400

Line B1140 950 LNFT $ $

61901-3300

Line B1160 6,500 LNFT $ $

62201-0200

Line B1180 80 HOUR $ $

62201-0900

Line B1200 80 HOUR $ $

62201-2850

Line B1220 80 HOUR $ $

62201-3000

Line B1240 80 HOUR $ $

62301-0000

Line B1260 160 HOUR $ $

62302-1000

Line B1280 160 HOUR $ $

62302-1100

Line B1300 80 HOUR $ $

62405-0200

Line B1320 15,500 SQYD $ $

62510-1000

Line B1340 3.2 ACRE $ $

62515-1000

Line B1360 3.2 ACRE $ $

SEEDING, DRY METHOD

MULCHING, DRY METHOD

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

WHEELSTOP, CONCRETE

SIDEWALK, CONCRETE

FENCE, SPLIT RAIL, 2 RAIL

FENCE, TORTOISE BARRIER

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

PAVED WATERWAY, TYPE 4

CURB, CONCRETE

CURB, ASPHALT, 4-INCH DEPTH

A-14 A002

B I D S C H E D U L E Schedule B Account: ALL

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63301-1000

Line B1380 15 EACH $ $

63302-0000

Line B1400 1,392 SQFT $ $

63308-0000

Line B1420 113 EACH $ $

63309-0100

Line B1440 861 EACH $ $

63401-0700

Line B1460 36,929 LNFT $ $

63405-1300

Line B1480 18 EACH $ $

63405-1350

Line B1500 40 EACH $ $

63405-1400

Line B1520 5 EACH $ $

63405-1450

Line B1540 18 EACH $ $

63405-1650

Line B1560 22 EACH $ $

63501-0000

Line B1580 ALL LPSM $

64601-1000

Line B1600 5 EACH $ $

64604-3000

Line B1620 621 LNFT (CQ) $ $

64605-0000

Line B1640 ALL LPSM $

TEMPORARY TRAFFIC CONTROL

BUILDING, RESTROOM FACILITY

FIXTURE, PEDESTRIAN RAILING

FIXTURE

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, TURN ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT/TURN ARROW COMBINATION

PAVEMENT MARKINGS, TYPE D, "ONLY" WORD MESSAGE

PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

SIGN SYSTEM

OBJECT MARKER

DELINEATOR, TYPE 1

A-15 A002 08/12/2016

Schedule B Alternate Bid Item 15401-0000, Contractor Testing (Government-furnished lab trailer)* $________________ See Page A-4 of this Solicitation for an explanation of how to bid this item

Sheet and Description

B5 B4 B5, B11 B12 B6-B10 B12-B16 S Series

Grading Surfacing Misc. Striping Drainage Traffic Control Structures Total Plan

Quantity ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 12.460 12.460 12.460

B0080 15214-2000 SURVEY AND STAKING, RETAINING Includes two

WALL locations: Calico

LPSM ALL 1 and High Point

B0100 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 12 12 12

B0120 15215-7000 SURVEY AND STAKING, PARKING

AREA EACH 12 12 12

B0140 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 0.560 0.560 0.560

B0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0180 15401-0000 CONTRACTOR TESTING LPSM ALL

B0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0220 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 3,573 3,573 187 3,760

B0240 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 7 7 3 10

B0260 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 23 23 2 25

B0280 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 3 3 2 5

B0300 20101-0000 CLEARING AND GRUBBING ACRE 10.4 10.4 0.4 10.8

B0320 20301-0700 REMOVAL OF DELINEATOR EACH 352 352 352

B0340 20301-1900 REMOVAL OF PIPE CULVERT EACH 4 4 4

B0360 20301-2100 REMOVAL OF RESTROOM FACILITY EACH 5 5 5

B0380 20301-2400 REMOVAL OF SIGN EACH 245 245 245

B0400 20301-3400 REMOVAL OF WHEELSTOP EACH 114 114 114

B0420 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 2,265 2,265 115 2,380

B0440 20302-0700 REMOVAL OF FENCE LNFT 1,026 1,026 54 1,080

B0460 20303-1400 REMOVAL OF PAVED WATERWAY,

CONCRETE SQYD 12 12 3 15

B0480 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 297 297 18 315

B0500 20420-0000 EMBANKMENT CONSTRUCTION CUYD 14,659 14,659 841 15,500

B0520 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 813 813 87 900

B0540 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 147 147 53 200

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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

B1NV BLM 10(1)NV

SHEET

NUMBER

NPS PMIS No. 136047 NPS Drwg No. 101/1168934

Revised August 11, 2016

Grading Surfacing Misc. Striping Drainage Traffic Control Structures Total Plan

Quantity ALLOWANCE Bid Schedule

B0560 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 928 928 122 1,050

B0580 25120-2200 RIPRAP DITCH, METHOD B, CLASS

2 LNFT 106 106 44 150

B0600 25125-0000 BOULDER EACH 536 536 64 600

B0620 25801-0300 REINFORCED CONCRETE RETAINING Contract Quantity

WALL, 8 FEET SQFT 1,883 1883 1,883

B0640 25801-0400 REINFORCED CONCRETE RETAINING Contract Quantity

WALL, 10 FEET SQFT 1,467 1,467 1,467

B0660 25801-0500 REINFORCED CONCRETE RETAINING Contract Quantity

WALL, 12 FEET SQFT 1,870 1,870 1,870

B0680 25801-0600 REINFORCED CONCRETE RETAINING Contract Quantity

WALL, 14 FEET SQFT 968 968 968

B0700 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 5,105 5,105 395 5,500

B0720 30402-1000 FULL DEPTH RECLAMATION,

METHOD 1 SQYD 200,556 200,556 10,444 211,000

B0740 40201-2600 ASPHALT CONCRETE PAVEMENT,

HVEEM MIX, CLASS B TON 37,860 37,860 1,140 39,000

B0760 40205-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 379 379 121 500

B0780 40601-0000 FOG SEAL TON 95 95 5 100

B0800 40702-0100 CHIP SEAL, TYPE 1A SQYD 53 53 7 60

B0820 41102-1000 PRIME COAT, METHOD 1 SQYD 221,949 221,949 13,051 235,000

B0840 41105-0000 BLOTTER TON 1,638 1,638 82 1,720

B0860 41201-0000 TACK COAT TON 95 95 5 100

B0880 56302-1000 PAINTING, CONCRETE STRUCTURE SQFT 21,618 21,618 1,082 22,700

B0900 60201-0600 18-INCH PIPE CULVERT LNFT 492 492 28 520

B0920 60201-0900 30-INCH PIPE CULVERT LNFT 42 42 8 50

B0940 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 5 5 5

B0960 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 2 2 2

B0980 60403-1200 INLET, FLH TYPE 5A EACH 9 9 9

B1000 60403-1900 INLET, FLH TYPE 6B EACH 3 3 3

B1020 60601-0000 SPILLWAY ASSEMBLY EACH 6 6 6

2 B1040 60801-0400 PAVED WATERWAY, TYPE 4 SQYD 87 87 87 Low Water Crossing

B1060 60901-0000 CURB, CONCRETE LNFT 12,407 12407 293 12,700

B1080 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 18,524 18524 976 19,500

B1100 60915-1000 WHEELSTOP, CONCRETE EACH 371 371 371

B1120 61501-0100 SIDEWALK, CONCRETE SQYD 2,651 2651 49 2,700

B1140 61901-2400 FENCE, SPLIT RAIL, 2 RAIL LNFT 884 884 66 950

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

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2)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2NV BLM 10(1)NV

SHEET

NUMBER

NPS PMIS No. 136047 NPS Drwg No. 101/1168934

Revised August 11, 2016

Grading Surfacing Misc. Striping Drainage Traffic Control Structures Total Plan

Quantity ALLOWANCE Bid Schedule

B1160 61901-3300 FENCE, TORTOISE BARRIER LNFT 6,179 6,179 321 6,500

B1180 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 80 80 80

B1200 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 80 80 80

B1220 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 80 80 80

B1240 62201-3000 HYDRAULIC EXCAVATOR HOUR 80 80 80

B1260 62301-0000 GENERAL LABOR HOUR 160 160 160

B1280 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 160 160 160

B1300 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 80 80 80

B1320 62405-0200 PLACING CONSERVED TOPSOIL,

3-INCH DEPTH SQYD 14,748 14,748 752 15,500

B1340 62510-1000 SEEDING, DRY METHOD ACRE 3.0 3.0 0.2 3.2

B1360 62515-1000 MULCHING, DRY METHOD ACRE 3.0 3.0 0.2 3.2

B1380 63301-1000 SIGN SYSTEM, GOVERNMENT

FURNISHED SIGN EACH 15 15 15

B1400 63302-0000 SIGN SYSTEM SQFT 1,392 1,392.0 1,392

B1420 63308-0000 OBJECT MARKER EACH 113 113.0 113

B1440 63309-0100 DELINEATOR, TYPE 1 EACH 861 861 861

B1460 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 36,929 36,929 36,929

B1480 63405-1300 PAVEMENT MARKINGS, TYPE D,

TURN ARROW EACH 18 18 18

B1500 63405-1350 PAVEMENT MARKINGS, TYPE D,

STRAIGHT ARROW EACH 40 40 40

B1520 63405-1400 PAVEMENT MARKINGS, TYPE D,

STRAIGHT/TURN ARROW

COMBINATION EACH 5 5 5

B1540 63405-1450 PAVEMENT MARKINGS, TYPE D, Includes "STOP"

"ONLY" WORD MESSAGE and "BUS" word

EACH 18 18 18 message

B1560 63405-1650 PAVEMENT MARKINGS, TYPE D,

ACCESSIBILITY SYMBOL EACH 22 22 22

B1580 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

B1600 64601-1000 BUILDING, RESTROOM FACILITY EACH 5 5 5

B1620 64604-3000 FIXTURE, PEDESTRIAN RAILING LNFT 621 621 621 Contract Quantity

B1640 64605-0000 FIXTURE LPSM ALL Parking area amenities

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

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3)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3NV BLM 10(1)NV

SHEET

NUMBER

NPS PMIS No. 136047 NPS Drwg No. 101/1168934

Revised August 11, 2016

U.S. CUSTOMARY

B6

DRAINAGE SUMMARY

Sheet 1 of 5

AMENDMENT 002: Added item 60801-0400.

Revised August 11, 2016

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B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

NO.

SHEET

NV NV BLM 10 (1)

B7

DRAINAGE SUMMARY

Sheet 2 of 5

AMENDMENT 002: Added item 60801-0400.

Revised August 11, 2016

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B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

B8

DRAINAGE SUMMARY

Sheet 3 of 5

AMENDMENT 002: Added item 60801-0400.

Revised August 11, 2016

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R C

B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

B9

DRAINAGE SUMMARY

Sheet 4 of 5

AMENDMENT 002: Added item 60801-0400.

Revised August 11, 2016

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R C

B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

B10

DRAINAGE SUMMARY

Sheet 5 of 5

AMENDMENT 002: Added item 60801-0400.

Revised August 11, 2016

P

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R C

B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

P

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R R

C

B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

STATE PROJECT

NV NV BLM 10 (1)4300

BUS

NOTES:

LAYOUT AND DETAILS

LOW WATER CROSSING

40'20'0

Scale in Feet 13'-0"

6'-6" 6'-6"

SECTION A-A

3'-0"

8'-0"

Contraction joint normal to C @ 15'-0" C.C.

15'-0" joint

Contraction

O.C. both directions

#4 Bars @ 12"

@ 20' C.C.

6" Drain holes

1'-0"

(sawed)

3/8" x 1 1/2"

Contraction joint

SECTION B-B

PARTIAL PLAN VIEW

@ 20' C.C., down stream only

6" Drain Holes

PLAN

B

A

A

B

15'-0"

LC

(typ.)

3" Clr.

@ 20' C.C.

6" Drain holes

L concrete pavement

3 1/2" Asphalt aggregate

4" Pulverized

JOINT DETAIL

TYPICAL CONTRACTION

Slope stake limits

Clearing limits

Clearing limits

60'-0" Along L structure C roadway.Match existing

Concrete low water crossing.

E 695663.84

N 26760397.13

Match existing roadway.

End pavement rehabilitation.

Begin Concrete Low Water Crossing.

E 695639.25

N 26760451.97

Match existing roadway.

Begin pavement rehabilitation.

End Concrete Low Water Crossing.

2.5%

.5 both directions

#4 Bars @ 12" O.C.

1'-0"

Contraction joint spaced @ 15'-0"

T1

4.

3.

2.

1.

compressive strength f’c = 4,000 psi.

concrete shall have a minimum 28 day coated rebar quantity = 2400 lbs. Class A(AE)

A(AE) concrete quantity = 40 Cu Yds. Est. epoxy the cost of all concrete and reinforcing. Est. Class

60802-0400 Paved waterway, type 4 and includes

Low water crossing shall be paid for under item crossing.

material loss under low water

Screen 6" drain holes to prevent existing roadway elevation.

Right edge of low water crossing surface to match information.

See D Series sheets for other parking area

08/11/2016

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: AGNES RYSZ

1:

Remove page A-1 and replace with the attached A-1 (Bid Opening date is changed from 08/16/2016 to 08/23/2016) Remove pages A-14 and A-15 (dated 08/05/2016) and replace with the attached pages A-14 and A-15(dated 08/12/2016) ( Item 60801-0400 was added to Bid Schedule B).

PLANS

Schedule B - Delete pages B1, B2 (dated 08/05/2016), B3, B6-B10 and T-1, and replace with the attached pages B1-B3, B6-B10 and T-1 (dated 08/12/2016)

*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.)