Risk = Probable frequency + Probable Magnitude of FUTURE ...
Fordham Blvd - Right Out Access Opinion of Probable Cost ...
Transcript of Fordham Blvd - Right Out Access Opinion of Probable Cost ...
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DESCRIPTION UNIT QUANT ITEM PRICE UNIT TOTAL
MOBILIZATION LS 1 7,445.50$ 7,445.50$CONSTRUCTION SURVEYING LS 1 10,000.00$ 10,000.00$TESTING LS 1 10,000.00$ 10,000.00$CLEARING & GRUBBING LS 1 5,000.00$ 5,000.00$UNDERCUT EXCAVATION CY 15 20.00$ 300.00$UNCLASSIFIED EXCAVATION CY 425 8.00$ 3,400.00$BORROW EXCAVATION CY 85 10.00$ 850.00$REMOVAL OF EXISTING ASPHALT PAVEMENT SY 1,675 15.00$ 25,125.00$PROOF ROLLING HR 2 200.00$ 400.00$GEOTEXTILE FABRIC SY 25 5.00$ 125.00$18" RC PIPE CULVERTS, CLASS III LF 100 35.00$ 3,500.00$FINE GRADING (3,500 SY) LS 1 5,000.00$ 5,000.00$#57 STONE TON 25 25.00$ 625.00$AGGREGATE BASE COURSE (6" Depth) SY 650 10.00$ 6,500.00$INCIDENTAL STONE BASE TON 50 20.00$ 1,000.00$MILLING ASPHALT PAVEMENT 0" TO 2" DEPTH SY 825 2.00$ 1,650.00$ASPHALT CONC BASE COURSE (5" Depth), TYPE B25.0B SY 650 22.00$ 14,300.00$ASPHALT CONC INTERMEDIATE COURSE (4" Depth), TYPE I19.0B SY 650 20.00$ 13,000.00$ASPHALT CONC SURFACE COURSE (3" Depth), TYPE S9.5B SY 650 17.00$ 11,050.00$ASPHALT CONC SURFACE COURSE (1.5" Depth), TYPE S9.5B SY 825 12.00$ 9,900.00$ASPHALT WEDGING, TYPE I19.0B TON 20 65.00$ 1,300.00$5" MONOLITHIC CONCRETE ISLANDS (KEYED-IN) SY 100 65.00$ 6,500.00$ADJUSTMENT OF MANHOLE EA 1 300.00$ 300.00$FILTER FABRIC FOR DRAINAGE SY 25 3.00$ 75.00$CONTRACTOR FURNISHED TYPE "E" SIGNS LS 1 1,000.00$ 1,000.00$TRAFFIC CONTROL LS 1 10,000.00$ 10,000.00$THERMOPLASTIC PAVEMENT MARKING LINES (4", 90 MILS) LF 1,000 1.00$ 1,000.00$THERMOPLASTIC PAVEMENT MARKING LINES (4", 120 MILS) LF 1,000 1.00$ 1,000.00$THERMOPLASTIC PAVEMENT MARKING LINES (8", 90 MILS) LF 100 2.00$ 200.00$THERMOPLASTIC PAVEMENT MARKING LINES (24", 120 MILS) LF 25 6.00$ 150.00$THERMOPLASTIC MARKING SYMBOL (90 MILS) EA 2 105.00$ 210.00$REMOVAL OF PAVEMENT MARKING LINES (4") LF 200 1.50$ 300.00$PERMANENT RAISED PAVEMENT MARKER EA 25 6.00$ 150.00$EROSION CONTROL LS 1 5,000.00$ 5,000.00$
Total Primary Bid 156,355.50$
Notes:
Fordham Blvd - Right Out AccessOpinion of Probable Cost
June 7, 2013Kimley-Horn
-Opinion of Probable Cost does not include Cost for landscaping.
-Engineer used recent cost data from recent similar projects.-Assumed pavement section is 6" ABC, 5" B25.0B, 4" I19.0B and 3" S9.5B.
-Cost does not include additional overlay due to restriping, if required by NCDOT.
-The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods ofdetermining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein arebased on the information known to Engineer at this time and represent only the Engineer's judgment as a designprofessional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids,or actual construction costs will not vary from its opinions of probable costs.-Opinion of Probable Cost does not include cost for right-of-way, easement acquisition or utility relocations.
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DESCRIPTION UNIT QUANT ITEM PRICE UNIT TOTAL
MOBILIZATION LS 1 13,530.00$ 13,530.00$CONSTRUCTION SURVEYING LS 1 15,000.00$ 15,000.00$TESTING LS 1 10,000.00$ 10,000.00$CLEARING & GRUBBING LS 1 5,000.00$ 5,000.00$UNDERCUT EXCAVATION CY 15 20.00$ 300.00$UNCLASSIFIED EXCAVATION CY 250 8.00$ 2,000.00$BORROW EXCAVATION CY 25 10.00$ 250.00$REMOVAL OF EXISTING ASPHALT PAVEMENT SY 400 15.00$ 6,000.00$PROOF ROLLING HR 2 200.00$ 400.00$GEOTEXTILE FABRIC SY 25 5.00$ 125.00$18" RC PIPE CULVERTS, CLASS III LF 50 35.00$ 1,750.00$FINE GRADING (3,500 SY) LS 1 5,000.00$ 5,000.00$#57 STONE TON 25 25.00$ 625.00$AGGREGATE BASE COURSE (6" Depth) SY 700 10.00$ 7,000.00$INCIDENTAL STONE BASE TON 50 20.00$ 1,000.00$MILLING ASPHALT PAVEMENT 0" TO 2" DEPTH SY 4,725 2.00$ 9,450.00$ASPHALT CONC BASE COURSE (5" Depth), TYPE B25.0B SY 1,025 22.00$ 22,550.00$ASPHALT CONC INTERMEDIATE COURSE (4" Depth), TYPE I19.0B SY 1,025 20.00$ 20,500.00$ASPHALT CONC SURFACE COURSE (3" Depth), TYPE S9.5B SY 1,025 17.00$ 17,425.00$ASPHALT CONC SURFACE COURSE (1.5" Depth), TYPE S9.5B SY 4,725 12.00$ 56,700.00$ASPHALT WEDGING, TYPE I19.0B TON 20 65.00$ 1,300.00$5" MONOLITHIC CONCRETE ISLANDS (KEYED-IN) SY 350 65.00$ 22,750.00$ADJUSTMENT OF MANHOLE EA 2 300.00$ 600.00$FILTER FABRIC FOR DRAINAGE SY 25 3.00$ 75.00$CONTRACTOR FURNISHED TYPE "E" SIGNS LS 1 2,500.00$ 2,500.00$TRAFFIC CONTROL LS 1 25,000.00$ 25,000.00$THERMOPLASTIC PAVEMENT MARKING LINES (4", 90 MILS) LF 1,500 1.00$ 1,500.00$THERMOPLASTIC PAVEMENT MARKING LINES (4", 120 MILS) LF 1,500 1.00$ 1,500.00$THERMOPLASTIC PAVEMENT MARKING LINES (8", 90 MILS) LF 500 2.00$ 1,000.00$THERMOPLASTIC PAVEMENT MARKING LINES (24", 120 MILS) LF 200 6.00$ 1,200.00$THERMOPLASTIC MARKING SYMBOL (90 MILS) EA 10 105.00$ 1,050.00$REMOVAL OF PAVEMENT MARKING LINES (4") LF 500 1.50$ 750.00$PERMANENT RAISED PAVEMENT MARKER EA 50 6.00$ 300.00$EROSION CONTROL LS 1 5,000.00$ 5,000.00$SIGNAL LS 1 25,000.00$ 25,000.00$
Total Primary Bid 284,130.00$
Notes:
Fordham Blvd/Superstreet AccessOpinion of Probable Cost
June 6, 2013Kimley-Horn
-Opinion of Probable Cost does not include Cost for landscaping.
-Engineer used recent cost data from recent similar projects.-Assumed pavement section is 6" ABC, 5" B25.0B, 4" I19.0B and 3" S9.5B.
-Cost does not include additional overlay due to restriping, if required by NCDOT.
-The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods ofdetermining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein arebased on the information known to Engineer at this time and represent only the Engineer's judgment as a designprofessional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids,or actual construction costs will not vary from its opinions of probable costs.-Opinion of Probable Cost does not include cost for right-of-way, easement acquisition or utility relocations.
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SURVEYOR:
ENGINEER:
NOTES:
OWNER:
ENGINEERING DEPARTMENT
NCDOT
TELECOMMUNICATIONS
POWER COMPANY
NATURAL GAS
SANITARY SEWER
WATER
UTILITY AND GOVERNING AGENCIES CONTACT LIST:
CHAPEL HILL, NORTH CAROLINA
PROJECT CONTACT LIST:
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1TYPE II METHOD OF CLEARING2012 NCDOT STANDARD SPECIFICATIONS
STORM WATER
NC LICENSE #F-01022000 SOUTH BOULEVARDSUITE 440CHARLOTTE, NORTH CAROLINA 28203PHONE: (704) 333-5131
REV
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DATE:
TITL
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DRAWN BY:
PROJECT#:
CHECKED BY:
DESIGNED BY:
T HI S DO CU ME NT , TO GE TH ER W IT H TH E CO NC EP TS A ND D ES IG NS P RE SE NT ED H ER EI N, A S AN I NS TR UM EN T OF S ER VI CE , IS I NT EN DE D ON LY F OR T HE S PE CI FI C PU RP OS E AN D CL IE NT F OR W HI CH I T WA S PR EP AR ED . R EU SE O F AN D IMPR OP ER R EL IA NC E ON T HI S DO CU ME NT W IT HO UT W RI TT EN A UT HO RI ZA TI ON A ND A DA PT AT IO N BY K IMLE Y- HO RN A ND A SS OC IA TE S, I NC . SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSO CIATES, INC .
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LEGION ROAD FUNCTIONAL ROADWAY PLANS AND WILLOW DRIVE CONNECTOR
CONCEPTUAL LAYOUTS
PLANNING DEPARTMENT
SITE LOCATION MAP
SHEET LIST
Sheet Number Sheet Title
1 COVER SHEET
1A WILLOW DR CONNECTION LEGION ROAD EPHESUS CHURCH ROAD TYPICALS
1B WILLOW DR CONNECTION LEGION ROAD EPHESUS CHURCH ROAD TYPICALS
1C WILLOW DR CONNECTION LEGION ROAD EPHESUS CHURCH ROAD TYPICALS
2A CONCEPTUAL LAYOUT LEGION ROAD AND EPHESUS CHURCH ROAD
2B CONCEPTUAL LAYOUT WILLOW DR CONNECTION ALTERNATIVE 1
2C CONCEPTUAL LAYOUT WILLOW DR CONNECTION ALTERNATIVE 2
2D CONCEPTUAL LAYOUT WILLOW DR CONNECTION ALTERNATIVE 3
3A LEGION ROAD PROFILE
3B EPHESUS CHURCH ROAD PROFILE
X1 CROSS SECTIONS LEGION ROAD
X2 CROSS SECTIONS LEGION ROAD
X3 CROSS SECTIONS LEGION ROAD
X4 CROSS SECTIONS EPHESUS CHURCH ROAD
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ABBREVIATIONS
ABBREVIATIONS
NCDOT 2012 STANDARD DRAWINGS:
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REV
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NS
NO
.D
ATE
DATE:
TITL
E:
DRAWN BY:
PROJECT#:
CHECKED BY:
DESIGNED BY:
T HI S DO CU ME NT , TO GE TH ER W IT H TH E CO NC EP TS A ND D ES IG NS P RE SE NT ED H ER EI N, A S AN I NS TR UM EN T OF S ER VI CE , IS I NT EN DE D ON LY F OR T HE S PE CI FI C PU RP OS E AN D CL IE NT F OR W HI CH I T WA S PR EP AR ED . R EU SE O F AN D IMPR OP ER R EL IA NC E ON T HI S DO CU ME NT W IT HO UT W RI TT EN A UT HO RI ZA TI ON A ND A DA PT AT IO N BY K IMLE Y- HO RN A ND A SS OC IA TE S, I NC . SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSO CIATES, INC .
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