12-E. ROAD RESURFACING CALCULATIONS.pdf
PDF 102 KB Posted
- Solicitation number
- 26B-038
- Issued by
- Marion County, Florida
About this file
This is a Road Resurfacing Calculations document for the State of Florida's road resurfacing project involving NE 35th Street and NE 60th Court from NE 36th Avenue to SR 40. The project scope includes overlay of existing pavement, construction of side street and driveway aprons, shoulder sodding, and restriping of pavement markings. Key line items include 1,709 tons of FC-9.5 Friction Course asphalt, 2,564 tons of SP-12.5 Structural Leveling Course asphalt, and 11,262 square yards of limerock base preparation. Additional work encompasses driveway and side street improvements, including 43 tons of friction course for asphalt aprons at 37 existing paved driveways, new asphalt driveway construction at 7 dirt drive locations with 81 square yards of limerock base and 285 square yards of concrete aprons, and 11 side road apron treatments. Pavement markings include temporary and permanent striping utilizing 3.930 gallons of yellow solid 6-inch stripe, 0.549 gallons of yellow skip striping, 4.716 gallons of white solid 6-inch stripe, and 332 linear feet of white 24-inch stop bar markings, supplemented by 580 bi-directional and 37 mono-directional amber reflective pavement markers. Supplementary work includes removal and replacement of one sign, adjustment of one manhole per detail specifications, relocation of two railroad crossing signs, and installation of two do-not-stop-on-tracks signs.
All unit costs in the estimated quantities sheet are listed at $0.00, indicating this document serves as a template for bid calculations rather than a final cost estimate. The contract is structured as a lowest-bid, technically acceptable procurement model. This document provides contractors with precise quantity breakdowns for submitting competitive bids on all material and labor components required to complete the resurfacing project.
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Text version
DESCRIPTION QUANTITY UNIT UNIT COST TOTAL COST
1 MOBILIZATION AND SPECIAL PROVISIONS 1 LS $0.00
3 CONSTRUCTION LAYOUT 1 LS $0.00
4 0102-1 MAINTENANCE OF TRAFFIC 1 LS $0.00
5 0110-1-1 CLEARING & GRUBBING 1 LS $0.00
6 EARTHWORK 1 LS $0.00
7 ROADWAY
7.1 0337-7-82
FC-9.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(1.0") (SPREAD
RATE=110LBS/SY)
1,709 TN $0.00
7.2 0334-1-13
SP-12.5 STRUCTURAL LEVELING COURSE (TRAFFIC C)(PG 58-
22)(1.5")(SPREAD RATE = 165LBS/SY)
2,564 TN $0.00
7.3 0210-1-9 LIMEROCK (FOR PROOF ROLL / 3" LR FOR SHLDR STAB.) 11,262 SY $0.00
8 DRIVEWAYS & SIDE STREETS
ASPHALT APRONS (AT EXISTING PAVED DRIVEWAYS) (37)
8.1 0337-7-82
FC-9.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(1.0") (SPREAD
RATE=110LBS/SY)
43 TN $0.00
NEW ASPHALT DRIVEWAY (AT DIRT DRIVES) (7)
8.2 0337-7-82
FC-9.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(1.0") (SPREAD
RATE=110LBS/SY)
4 TN $0.00
8.3 0286-1 6" LIMEROCK BASE (LBR 100) 81 SY $0.00
8.4 0522-2 CONC APRON-6" CONCRETE DRIVEWAYS COMPLETE (8) 285 SY $0.00
SIDE ROAD APRONS (EXISTING) (11)
8.5 0337-7-82
FC-9.5 FRICTION COURSE (TRAFFIC C)(PG 76-22)(1.0") (SPREAD
RATE=110LBS/SY)
59 TN $0.00
9 0570-1-2 ROADSIDE SOD (BAHIA OR MATCH EXISTING) 11,262 SY $0.00
10 PAVEMENT MARKINGS
10.1 TEMPORARY STRIPING-PAINT
10.1.1 0710-11201 PAINTED PAVEMENT MARKING (YELLOW SOLID 6" STRIPE) 3.930 GM $0.00
10.1.2 0710-11231 PAINTED PAVEMENT MARKING (YELLOW 10-30 SKIP 6") 0.549 GM $0.00
10.1.3 0710-11101 PAINTED PAVEMENT MARKING (WHITE SOLID 6" STRIPE) 4.716 GM $0.00
10.1.4 0710-11125 PAINTED PAVEMENT MARKING (WHITE 24" STOP BAR) 332 LF $0.00
10.2 PERMANENT STRIPING-THERMOPLASTIC
10.2.1 0711-16201 THERMOPLASTIC PAVEMENT MARKING (YELLOW SOLID 6" STRIPE) 3.930 GM $0.00
10.2.2 0711-16231 THERMOPLASTIC PAVEMENT MARKING (YELLOW 10-30 SKIP 6") 0.549 GM $0.00
10.2.3 0711-16101 THERMOPLASTIC PAVEMENT MARKING (WHITE SOLID 6" STRIPE) 4.716 GM $0.00
10.2.4 0710-11125 THERMOPLASTIC PAVEMENT MARKING (WHITE 24" STOP BAR) 332 LF $0.00
10.3 REFLECTIVE PAVEMENT MARKERS
10.3.1 0706-1-3 BI-DIRECTIONAL AMBER/AMBER 580 EA $0.00
10.3.2 0706-1-4 MONO-DIRECTIONAL/AMBER 37 EA $0.00
11 SIGN-REMOVAL AND REPLACEMENT 1 EA $0.00
11.1 ADJUST MANHOLE PER DETAIL PAGE 3 1 EA $0.00
11.2 RAILROAD CROSSING SIGN (W10-1) RELOCATE 2 EA $0.00
11.3 DO NOT STOP ON TRACKS SIGN (R8-8) 2 EA $0.00
TOTAL $0.00
FDOT PAY ITEM #
NE 35th ST (from NE 36th AVE to SR 40)
RESURFACING - ESTIMATED QUANTITIES
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