Copy_of_BID_SCHEDULE_11.3.2025_CR395_TO_COUNTY.xlsx

XLSX spreadsheet 13 KB Posted

Attached to
CR 395 North Road Reconstruction Multi-Use Path Project
Solicitation number
25-23
Issued by
Walton County, Florida

About this file

This is a bid schedule for the CR 395 North Road Reconstruction Multi-Use Path Project, a comprehensive infrastructure improvement initiative being procured by Walton County, Florida. The project involves extensive roadway construction including approximately 7,200 linear feet of road reconstruction and resurfacing along County Road 395 North in Santa Rosa Beach, along with construction of a new 10-foot wide asphalt multi-use path. The bid schedule itemizes 58 line items organized into roadway, stormwater, and miscellaneous work categories, including asphalt concrete placement (ranging from 230 to 1,460 tons across various specifications), lime rock base installation (up to 17,322 square yards), concrete and stabilized subgrade work, demolition and removal of existing pavement and structures (up to 15,645 square yards of asphalt), pavement markings, signage installation, utility relocations including mailboxes, signs, water valves, and fire hydrant adjustments, stormwater infrastructure including elliptical and round concrete pipe installation and inlets, timber retaining wall construction (1,064 linear feet), sediment barriers (13,100 linear feet total), site clearing and grubbing (2.32 acres), earthwork, hydro-seeding (35,000 square yards), and sodding (10,000 square yards). The contract duration is 365 days for substantial completion with an additional 30 days for punch list items. A non-mandatory pre-bid conference was scheduled for September 8, 2025, at 8:30 am, with bid responses due by October 1, 2025, at 3:30 pm.

The estimated total construction cost is $3,359,370.57, with a construction cost subtotal of $3,139,598.67 before bonds and mobilization allocations. Bonds are capped at 2% of the bid ($62,791.97) and mobilization is capped at 5% of the bid ($156,979.93). Six alternative bid items are provided for optional scope elements including timber headwall demolition and replacement, CMP pipe replacement, resurfacing and base group work in specific project stations, and asphaltic removal. Bidders must be Florida Department of Transportation (FDOT) prequalified in specific work classes including drainage, flexible paving, grading, grassing, pavement marking, and roadway signage. Liquidated damages are established at $2,667 per day for failure to achieve substantial completion and $1,333 per day for delays in final completion. Environmental permits from the Northwest Florida Water Management District and Florida Department of Environmental Protection have been obtained, including wetland mitigation requirements of 0.56 credits from the Nokuse Plantation Mitigation Bank for approximately 0.922 acres of wetland impacts. The project will be funded through the county's annual appropriation with a mandatory 5% bid security requirement.

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Line ItemNO.DescriptionQuantityUnit of MeasureUnit CostTotal
ROADWAY ITEMS
10334 1 121.5" SUPERPAVE ASPH CONC, TRAF B, PG76-22 (SP-12.5 MULT-PATH) STRUCTURE COURSE / M.O.T.415TN
20334 1 121" SUPERPAVE ASPH CONC, TRAF B, PG76-22 (SP-9.5 MULT-PATH) FRICTION COURSE280TN
30334 1 122" SUPERPAVE ASPH CONC, TRAF B, PG76-22 (SP-12.5 MULT-PATH) FRICTION COURSE265TN
40522 1(4") CONCRETE 3000 PSI (MULTI-USE PATH)415SY
5285704OPTIONAL BASE GROUP 4 (MULTI-USE PATH) 6" LIME ROCK BASE (LBR-100)2500SY
6285704OPTIONAL BASE GROUP 4 (MULTI-USE PATH) 8" LIME ROCK BASE (LBR-100) FOR M.O.T.5500SY
70160 4(12") TYPE "B" STABILIZED SUBGRADE LBR 40 MIN (MULTI-USE PATH) M.O.T.5500SY
80334 1 121.5" SUPERPAVE ASPH CONC, TRAF B, PG76-22 (SP-12.5 ROADWAY) STRUCTURE COURSE1460TN
90334 1 121.25" SUPERPAVE ASPH CONC, TRAF B, PG76-22 (SP-9.5 ROADWAY) FRICTION COURSE1290TN
10285706OPTIONAL BASE GROUP 6 (ROADWAY) 8" LIME ROCK BASE (LBR-100)17322SY
110160 4(12") TYPE "B" STABILIZED SUBGRADE LBR 40 MIN (ROADWAY)17322SY
120334 1 122" SUPERPAVE ASPH CONC, TRAF B, (SP-12.5 DRIVEWAYS)788TN
13285706OPTIONAL BASE GROUP 6 (DRIVEWAYS)7167SY
140160 4(12") TYPE "B" STABILIZED SUBGRADE LBR 40 MIN (DRIVEWAYS)7167SY
15-TEMP. ROADWAY BASE (TEMP. LANE WIDENING) 6" ASPHALT MILLINGS FOR M.O.T.3344SY
16285706TYPE "B" STABILIZED SUBGRADE LBR 40 MIN (TEMP. LANE WIDENING) FOR M.O.T.3822SY
170334 1 121.25" SUPERPAVE ASPH CONC, TRAF B (SP-9.5 OVERLAY)230TN
180110 3SAW CUT, DEMOLISH AND REMOVE EXISTING ASPHALT15645SY
190110 3SAW CUT, DEMOLISH AND REMOVE EXISTING BRICK PAVER198SY
200110 3SAW CUT, DEMOLISH AND REMOVE EXISTING CONCRETE166SY
21S-1TEMPORARY STRIPING IN ACCORDANCE WITH MUTCD INCLUDING LAYOUT, CENTERLINE, AND STOP BARS1LS
22S-2THERMOPLASTIC PAVEMENT MARKINGS IN ACCORDANCE WITH MUTCD INCLUDING EDGE, CENTER, STOP BARS, LAYOUT, RPMs, AND PAVED SIDE STREETS1LS
23S-3SIGNAGE PER PLANS INSTALLED WITH 3" ALUMINUM POLES31AS
24S-4RELOCATE EXISTING MAILBOX21EA
25S-5RELOCATE EXISTING SIGN27EA
26S-6RELOCATE EXISTING WATER VALVE8EA
27S-7RELOCATE EXISTING BACK FLOW PREVENTER1EA
28S-8ADJUST EXISTING FIRE HYDRANT ASSEMBLY4EA
29S-9RELOCATE EXISTING FORCE MAIN VALVE2EA
STORMWATER ITEMS
3043017413024"x38" ELLIPTICAL RCP (INSTALLED)70LF
3143017411818" HP (INSTALLED)1522LF
3243098212518" MES INDEX 430-022 (INSTALLED)53EA
330425 1521TYPE "C" INLET INDEX 232 (INSTALLED)8EA
340425 1541TYPE "D" INLET INDEX 430-052 (INSTALLED)1EA
35430536100STRAIGHT 18" ROUND CONCRETE HEADWALL SINGLE (INSTALLED)1EA
36430536100STRAIGHT 24"x38" ELLIPTICAL CONCRETE HEADWALL SINGLE (INSTALLED)2EA
MISCELLANEOUS
370110 3DEMOLISH AND REMOVE EXISTING MES52EA
380110 3DEMOLISH OF EXISTING PIPE1309LF
39S-5TIMBER RETAINING WALL (1'-3' HEIGHT)1064LF
400104 10 3SEDIMENT BARRIER (DOUBLE TYPE III SILT FENCE)1350LF
410104 10 3SEDIMENT BARRIER (SINGLE TYPE III SILT FENCE)11750LF
420104 11FLOATING TURBIDITY BARRIER520LF
43S-6MAINTENANCE OF TRAFFIC1LS
440120 1OVER EXCAVATION (REMOVAL OF UNSUITABLE MATERIALS)1720CY
450110 1 1CLEARING AND GRUBBING2.32AC
460120 1EARTHWORK LUMP SUM (EXCAVATION AND BORROW)1LS
470570 1 1HYDROSEED35000SY
480570 1 2SODDING10000SY
49-12" RIBBON CURB150LF
50-TEMP MOT CROSSOVERS CONSTRUCTION & REMOVAL1LS
CONSTRUCTION COST SUBTOTAL
GENERAL
51S-10BONDS (MAX 2% OF BID)1LS
52S-11MOBILIZATION (MAX 5% OF BID)1LS
TOTAL CONSTRUCTION COST
ALT. BID ITEMS
531DEMOLISH AND REMOVE EXISTING TIMBER HEAD WALL. CONSTRUCT CONCRETE HEADWALL.1EA
542DEMOLISH AND REMOVE EXISTING 15" CMP PIPE. REPLACE W/ 15" ADS N-12 PIPE (DR-153 & DR-154)30LF
553RESURFACE FROM STA 36+25 TO 46+00 1.25" SUPERPAVE ASPH CONC, TRAF B, PG76-22 SP-9.5 FRICTION COURSE255TN
564OPTIONAL BASE GROUP 6 (ROADWAY) 8" LIME ROCK BASE (LBR-100) FOR AREAS TO BE WIDENED FROM STA 36+25 TO 46+00680SY
575(12") TYPE "B" STABILIZED SUBGRADE LBR 40 MIN (ROADWAY) FOR AREAS TO BE WIDENED FROM STA 36+25 TO 46+00680SY
586REMOVAL OF EXISTING ASPHLAT AND BASE MATERIAL FROM STA 36+25 TO 46+001LS

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