Amendment_A001.pdf

C5 C8 C9-C10 C11-C13 C14-C15

HI HI SR 200(3) C1 C15

15101-0000 Mobilization LPSM ALL ALL 15206-0000 Slope, reference, and clearing and grubbing stakes Sta 331 331 includes new connector roads 15210-4000 Centerline, establishment Sta 331 331 includes new connector roads 15215-1000 Survey and staking, approach road Each 32 32 15215-3000 Survey and staking, drainage structure Each 23 23 23 15215-4500 Survey and staking, relocate existing control points Each 43 43 see shts. A4-A5 15216-1000 Survey and staking, roadway cross-sections Sta 331 331 includes new connector roads 15216 2000 S d ki d fi i hi k S 662 662 i l d d

Grading Summary

Sheet Number and Description

Surfacing Summary

ESTIMATED

QUANTITIES

BID

ITEM NO. ITEM DESCRIPTION UNIT Drainage

Summary

SHEET

NO.

TOTAL

SHEETS

Permanent Sign/Pave Markings Summary

Misc Summaries

REMARKS AND/OR

DETERMINATION OF

ESTIMATED QUANTITY

PLAN

SADDLE ROAD

PROJECT

STATE

15216-2000 Survey and staking, grade finishing stakes Sta 662 662 includes new connector roads 15301-0000 Contractor quality control LPSM ALL ALL 15401-0000 Contractor testing LPSM ALL ALL 15501-0000 Construction schedule LPSM ALL ALL 1.5% of cons est-CPM 15705-0100 Soil erosion control, silt fence LNFT 20,320 20,320 21,340 15705-1300 Soil erosion control, temporary diversion channel LNFT 2,200 2,200 2,310 for box culvert construction 15705-1400 Soil erosion control, sediment log LNFT 4,170 760 4,930 5,180 15706-0200 Soil erosion control, check dam (riprap) Each 438 438 460 15801-0000 Watering for dust control MGAL 30,000 1 Mgal = 1,000 gallons 20101-0000 Clearing and grubbing Acre 110 110 116 20301-1100 Removal of gate Each 4 4 4 20301-2400 Removal of sign Each 16 16 16 20302-0700 Removal of fence LNFT 1,343 1,343 1,420 20302-1200 Removal of guardrail LNFT 700 700 74020302-1200 Removal of guardrail LNFT 700 700 740 20401-0000 Roadway excavation CuYd 666,628 666,628 733,000 does not include water 20402-0000 Subexcavation CuYd 67,341 67,341 74,000 20420-0000 Embankment construction CuYd 424,304 424,304 467,000 does not include water 20441-0000 Waste (disposal on embankment slope) CuYd 142,560 142,560 157,000 20441-0000 Waste CuYd 49,606 49,606 55,000 21101-1000 Roadway obliteration, method 1 SqYd 7,974 7,974 8,370 21201-0000 Linear grading Sta 155 155 contract quantity 25101-3000 Placed riprap, class 3 CuYd 1,604 18,820 20,424 21,450 25110-3000 Grouted riprap, class 3 CuYd 927 927 973 for culvert inlet protection 30101-0000 Aggregate base Ton 66,071 66,071 71,100 6" pavement section 30110-0000 Aggregate surface course Ton 29 40 vehicle washdown pad 30608-0000 Dust palliative application (for project detours/roads) Gal 2,000 2,000 0.25-0.40 gal/yd2

30608-0000 Dust palliative application (for quarry haul road) Gal 3,000 3,000 0.25-0.40 gal/yd2

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U M

M A

R Y

(1 p pp ( q y ) , , 0 5 0 0 ga /yd 31101-0000 Stockpiled aggregate (1-1/2 inch) Ton 7,201 7,560 1.55 tons = 1 cu yd 40201-1300 Hot asphalt concrete pavement, marshall test, class A, grading E Ton 34,785 34,785 36,200 3" pavement section 40205-3000 Antistrip additive, type 3 Ton 348 362 1% of mix by weight 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1, or SS-1h Ton 82 82 87 0.10 gal/yd2

41105-0000 Blotter Ton 1,478 1,478 1,553 60103-0220 Concrete, headwall (and wingwalls) for 48-inch pipe culvert Each 4 4 4 60103-0240 Concrete, headwall (and wingwalls) for 54-inch pipe culvert Each 2 2 2 60103-0260 Concrete, headwall (and wingwalls) for 60-inch pipe culvert Each 2 2 2 60201-0800 24-inch pipe culvert LNFT 494 494 519 60201-1200 48-inch pipe culvert LNFT 346 346 364 60201-1300 54-inch pipe culvert LNFT 176 176 186

14.75 gal/yd2

SUMMARY OF QUANTITIES

SCHEDULE A (Sheet 1 of 3)\M pr oj

\L en ni e\

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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 according to the contract.

C1 SCHEDULE A (Sheet 1 of 3)M

:\ quantities of work performed and accepted or for materials furnished according to the contract.

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Michael.Will Text Box

1 AMMENDMENT 1 DELETES DUPLICATE PAGE C1

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Jeremiah.Rogers Highlight

Jeremiah.Rogers Typewritten Text Amendment A001, 11/18/2015