sunrise4a001.pdf

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 6

20304-1000 Removal of structures and obstructions ALL Lump Sum $___________________

20402-0000 Subexcavation 11,000 m3 $_______________ $___________________ 20420-0000 Embankment construction

72,500 m3 $_______________ $___________________

20435-2000 Backfill, granular 6,100 m3 $_______________ $___________________ 21101-1000 Roadway obliteration, method 1

1,100 m2 $_______________ $___________________

21304-0000 Fly ash (for drying) t $_______________ $___________________ 25101-2000 Placed riprap, class 2 m3 $_______________ $___________________

25101-3000 Placed riprap, class 3 m3 $_______________ $___________________

25101-4000 Placed riprap, class 4 m3 $_______________ $___________________ 25125-0000 Boulder

Each $_______________ $___________________

25201-0000 Special rock embankment 4,560 m3 $_______________ $___________________ 30101-0000 Aggregate base

17,680 t $_______________ $___________________

Project: AZ PFH 43-1(4)

SUNRISE PARK - BIG LAKE ROAD

Bid Schedule A

REVISED 10/21/2009

LORIK

Polygonal Line

E-4

AZ PFH 43-1(4)

Sunrise Park – Big Lake Road

Section 105. - CONTROL OF MATERIAL

105.01 Source of Supply and Quality Requirements. Add the following:

Submit samples of materials for quality verification testing for materials required to conform to Sections 703, 704, and 705.

Materials containing petroleum-based solvents such as cutback asphalts and traffic paints may be restricted from use by local laws or ordinances in certain geographic areas. Upon presenting proof of such restrictions, alternate materials considered acceptable to the CO may be substituted for the materials specified in the contract.

105.02 Material Sources

(b) Contractor-located sources. Add the following to the end of the first paragraph:

For Contractor-located, non-commercial sources, secure environmental clearances according to Subsection 107.10.

Add the following:

(c) Water. Construction water is available from a well head at approximate Sta. 37+300 Rt.

The Contractor must provide its own pump and storage tanks. The Contractor must enter into a special use permit with the USFS for the use of this site. As a condition of the permit, the Contractor will be required to rehabilitate a ¼ mile stretch of roadway located near the West Fork Little Colorado River (Sheep’s Crossing), Approximate Sta. 35+800 Rt. The Contractor may be required to make a portion of the water pumped available on a daily basis available to the Winn Campground. Contact Barbara Romero or Vicente Ordonez of the USFS for details at

(928) 333-4372.

105.04 Storing and Handling Material. Add the following after the third sentence of the second paragraph:

For Contractor-located, non-commercial staging, storing, and material handling areas, secure environmental clearances according to Subsection 107.10.

Add the following:

The Contractor may use for staging the parking area at Upper Hall Creek, Boardshack Pit, Burro Pit, and the east side of the road at the Winter Parking Area. Waste areas are available at the pit near the junction of SH 249 and SH 285, and the borrow pit located off station 33+000 LT. The Contractor must enter into a special use permit with the USFS for the use of these sites as waste areas. A Forest Service operations plan for any staging, storage, or aggregate production is required. Submit operation plans to the Forest Service for approval with copies to the CO prior to

REVISED 10/21/2009

REVISED 10/21/2009

Polygonal Line

SHEET TOTAL

NO. SHEETS

PFH 43-1(4)

BIG LAKE ROAD

PLAN BID

15101-0000 Mobilization LPSM ALL ALL

15201-0000 Construction survey and staking LPSM ALL ALL

15215-3000 Survey and staking, drainage structure Each 21 21 21 As directed by the CO

15401-0000 Contractor testing LPSM ALL ALL

15501-0000 Construction schedule LPSM ALL ALL

15702-1000 Soil erosion control, temporary diversion channel LPSM ALL ALL Hall Creek Box Culvert

15705-0100 Soil erosion control, silt fence m 1,670 1,670 1,760

15705-1400 Soil erosion control, sediment log m 564 564 595

15705-1500 Soil erosion control, sediment wattle m 2,089 2,089 2,200

15801-0000 Watering for dust control m3 ---- 5,000

20101-0000 Clearing and grubbing ha 11.9 11.9 15.0

20304-1000 Removal of structures and obstructions LPSM ALL ALL

20402-0000 Subexcavation m3 10,113 10,113 11,000

20420-0000 Embankment construction m3 68,943 68,943 72,500

20435-2000 Backfill, granular m3 5,774 5,774 6,100

21101-1000 Roadway obliteration, method 1 m2 957 957 1,100

21304-0000 Fly ash (for drying) t 180 180 180

25101-2000 Placed riprap, class 2 m3 270.9 656 926.4 980

25101-3000 Placed riprap, class 3 m3 11.0 11.0 12

25101-4000 Placed riprap, class 4 m3 107.0 107.0 115

25125-0000 Boulder Each 4,339 ---- 6 Sta. 30+025, Lt. & Rt.

25201-0000 Special rock embankment m3 4,339 4,339 4,560

30101-0000 Aggregate base t 16,832 16,832 17,680 Unit wt = 2225.0 kg/m3

30606-0000 Magnesium chloride t ---- 250

60103-0000 Concrete, headwall Each 2 2 2

60201-0800 600mm pipe culvert m 276 276 290

60201-0900 750mm pipe culvert m 33 33 35

60201-1000 900mm pipe culvert m 58 58 61

60201-1200 1200mm pipe culvert m 24 24 26

60202-0500 750mm equivalent diameter arch or elliptical pipe culvert m 21 21 23

60202-0600 900mm equivalent diameter arch or elliptical pipe culvert m 30 30 32

60210-0800 End section for 600mm pipe culvert Each 26 26 26

60210-0900 End section for 750mm pipe culvert Each 4 4 4

60210-1000 End section for 900mm pipe culvert Each 4 4 4

60210-1200 End section for 1200mm pipe culvert Each 2 2 2

60211-0900 Each 2 2 2

60211-1000 Each 4 4 4

60220-2000 m 15.5 15.5 16

60501-0000 Standard underdrain system m ---- 915 As directed by the CO

61701-1850 Guardrail system G4, type 4, class A wood posts m 595 595 630

61702-0800 Terminal section type tangent Each 8 8 8

61901-0900 Fence, barbed wire, 4 strand m 7,355 7,355 7,700 Smooth top & bottom wire

61902-0000 Gate, metal, ATV gate Each 1 1 1 ATV gate for Trail 601

61902-0900 Gate, metal, Road Closure (Gov't furnished) Each 1 1 1

61902-1100 Gate, metal, 3000mm width Each 9 9 9

61902-1400 Gate, metal, 4800mm width Each 1 1 1

61903-0700 Cattle guard, 7200mm Each 3 3 3

Continued next sheet

AMENDMENT 001 Revised quantity for 20420-0000 Embankment Construction for Schedule A.

SUMMARY OF

QUANTITIES

SCHEDULE A

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished in accordance with the contract.

/2

1/

1:

A

M N

:\A Z\ az

-1 (3

)\R oa dw ay

\A Z4

3- 1(

4) v2

\B -S um m

\[A Z4

3- 1(

4) su m .x ls ]S um m ar y

S ch ed . A

2400mm span, 2400mm rise precast reinforced concrete box culvert

REVISED 10/21/2009

End section for 750mm equivalent diameter arch or elliptical pipe culvert

End section for 900mm equivalent diameter arch or elliptical pipe culvert

PROJECT

B14

REMARKS AND/OR DETERMINATION OF

ESTIMATED QUANTITY

REG STATE

B16 AZ

B12 B13

Tabulation of Quantities

B14

Tabulation of Quantities

Tabulation of QuantitiesUNIT

ESTIMATED

QUANTITIES

B10

Grading Summary

Sheet Number--->

Tabulation of Quantities

Tabulation of Quantities

B11

ITEM NO. ITEM DESCRIPTION Tabulation of Quantities

B5 B8

Drainage Summary

Sheet Description--->

B9

REVISED 10/21/2009

Column B Column G Column I Column J Column M Column T

20402-0000

(BCM) (BCM) (BCM) (BCM) (BCM) (BCM) (CCM) (CCM) (CCM) (CCM) (CCM)

30+030.00 - 30+500.00 508 0 508 127 0 0 0.90 343 1870 0 1262 3132 30+500.00 - 31+200.00 5 30 35 5 0 0 0.90 27 10474 17 4503 14994 31+200.00 - 31+900.00 340 0 340 84 0 0 0.95 244 11253 0 2890 14143 31+900.00 - 32+600.00 8431 469 8900 2485 1192 1192 0.95 6091 3612 231 1504 5347 32+600.00 - 33+300.00 14458 0 14458 3787 3271 3271 0.94 10051 5520 0 4734 10254 33+300.00 - 34+000.00 11254 172 11426 1048 1400 1400 0.90 9342 6313 5220 675 12208 34+000.00 - 34+560.00 9869 0 9869 860 4250 4250 0.95 8536 5171 0 3694 8865

44,865 671 45,536 8,396 10,113 10,113 34,634 44,213 5,468 19,262 68,943

29+235.00 - 29+890.00 0 0 0 0 5482 5482 1.00 0 0 0 0 0

0 0 0 0 5,482 5,482 0 0 0 0 0

AMENDMENT 001 Revised quantity for 20420-0000 Embankment Construction for Schedule A.

NOTES:

1. BCM = Bank Cubic Meter = One cubic meter of material as it lies in natural bank state.

2. CCM = Compacted Cubic Meter = One cubic meter of material after it has been compacted to specification density.

3. The quantities shown herein are approximations. Payment will be made for the actual quantities of work performed and accepted.

4. The average shrink/swell factor shown is computed by taking an average of values over the specified station range. Recommended shrink/swell factors are used in the calculations. See Geotech Report for recommended shrink/swell values.

5. Subexcavation areas will be replaced with Granular Backfill or Special Rock Embankment. See Typical Section Details for station ranges.

6. Quantities calculated are imported materials.

7. Dispose of subexcavation material and unsuitable material in the roadway obliteration area as needed to achieve the required contours.

8. Movement of conserved 150 millimeter minus granular material from cuts to be placed in the top 300 millimeters of embankment is not reflected in the mass ordinate.

REVISED 10/21/2009

GRADING SUMMARY

Column AA

10254

Column AB

14143

5,774

14143

10254

(CCM) (BCM)

14994

(CCM)

25201-0000

Mass Ordinate (8)

Mass Haul 20420-0000

Embankment Contruction Required

Embankment Construction

20435-2000

-329

-30137 -30912 -32798 -32969

-203

42508865

1,723 12208 88654,554

Station to Station Approach

Roads Roadway

Excavation

Roadway Prism

Definition

Topsoil

Stripping In Cuts

-31075-13899 -17414-14967

Topsoil

Replacement Under Fill

-2866

/2

/2

:4

TOTALS-SCHEDULE A 27,658 68,94368,943 4,339

(CCM)

(CCM)

02,974

12208

-2789

Excavation - Embankment

(CCM)

SHEET

NO.

TOTAL

SHEETS

B5 B14

Special Rock Embankment

(6)

Column AC

Granular Backfill (6)

8,521 3,989

Total Embankment

-2780

Sub-excavation

Disposal of

Sub-excavation

Material (7&8)

Average Shrink/ Swell Factor

Approach Roads

Adjustments To Excavation

Total Excavation

Available for Fills

Roadway Prism

Column Y

Roadway Embankment Adjustments to

Embankment

Roadway Excavation

Pay Item

14994

PROJECT

PFH 43-1(4)

BIG LAKE ROAD

STATE

AZ

REG

4,508

(m3) 1,389

Conserved Topsoil

0 0 0 0 0 5482 0

TOTALS-OPTION Y 0 0 0 5,482

REVISED 10/21/2009

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: LORI KLIETHERMES

1:

Remove and Replace Page A-6 of the Bid Schedule; quantity for Bid Item 20420-0000 Embankment changed as a result of inquiry. No other bid items were affected.

Remove and Replace Page E-4 of the SCRs; Section 105.02 (c) changed - water source availability.

PLAN SHEETS

Remove and Replace Sheet A-1; Corrections made to Page Numbering Sequence on Index to Sheets.

Remove and Replace Sheets B-1 and B-5; quantity for Bid Item 20420-0000 Embankment changed as a result of inquiry.

Please refer to the Questions/Answers link relating to this project located on our website at www.cflhd/procurement/construction/advertised-projects.cfm

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