50150591_Bid_Schedule_8-21-2024.pdf
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- Attached to
- Grayton Beach Community Center
- Solicitation number
- ITB 24-35
- Issued by
- Walton County, Florida
About this file
This is a Bid Schedule document for Walton County's Grayton Beach Restroom Facility project, a comprehensive construction initiative in Grayton Beach, Florida. The project encompasses the construction of a 2,000-square-foot restroom facility, roadway improvements to Hotz Avenue, enhancements to the beach vehicle entrance at DeFuniak Street, and construction of a 6-foot-wide beach access boardwalk. The bid schedule contains 57 line items covering demolition, roadway and walkway construction, stormwater management, utilities installation, landscaping, and building construction. The scope includes removing and relocating existing infrastructure such as concrete curbs, asphalt, fencing, bollards, trees, and utility components, as well as installing new asphalt, concrete surfaces, retaining walls, boardwalks, drainage systems, water lines, sewer lines, and site amenities. The non-mandatory pre-bid conference was scheduled for September 19, 2024, at 2:00 pm, with bid responses due by October 14, 2024, at 3:00 pm. The contract term is 300 days for substantial completion with an additional 30 days for punch list completion. Liquidated damages are assessed at $6,204 per calendar day for delays in substantial completion and $3,102 per calendar day for punch list completion delays.
The project will be awarded as a lump sum bid with unit prices provided for individual line items. Bidders must be licensed General Contractors in accordance with Walton County Ordinance 2009-01 and obtain a Walton County Building Permit. Submission requirements include a bid bond, proof of licenses, and compliance certifications. Performance bonds with a maximum of 2 percent of the bid are required, along with mobilization costs not to exceed 5 percent of the bid and an owner's contingency allowance not exceeding 10 percent of the bid. The county has reserved the right to reject any or all bids, and an alternate bid option exists for DeFuniak Street resurfacing and striping. The bid documents indicate a local vendor preference policy, though no explicit set-aside designations for disadvantaged enterprises are specified. Specific budget amounts are not stated in this schedule; however, the comprehensive line-item structure suggests a significant capital project involving multiple infrastructure disciplines and specialized construction services.
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Text version
NO. ITEM QUANTITY UNIT UNIT PRICE TOTAL PRICE
DEMOLISH AND REMOVE EXISTING CONCRETE RIBBON
CURB
75 LF -$
SAW CUT, DEMOLISH AND REMOVE EXISTING ASPHALT
AND BASE
1010 SY -$
3 REMOVE & RELOCATE EXISTING FENCELINE 225 LF -$
4 DEMOLISH AND REMOVE EXISTING BOLLARDS 16 EA -$
5 DEMOLISH AND REMOVE EXISTING TREE 1 EA -$
6 DEMOLISH AND REMOVE EXISTING SHUTTLE TENT 1 EA -$
7 RELOCATE EXISTING FIRE HYDRANT 1 EA -$
RELOCATE EXSTING OVERHEAD UTILITY,
TRANSFORMER PAD, WATER METER, FIRE HYDRANT.
1 LS -$
9 65 SF -$
10 RELOCATE EXISTING SIGN 2 EA -$
11 2" 220 LB/SY SP-9.5 ASPHALT 95 TN -$
12 8" LIMEROCK BASE (LBR-100) 820 SY -$
13 12" TYPE "B" STABILIZED SUBGRADE (LBR-40 MIN.) 820 SY -$
14 18" CONCRETE RIBBON CURB 430 LF -$
15 MODIFIED FDOT TYPE "F" CURB AND GUTTER 160 LF -$
6" CRUSHED SEASHELL BY-PRODUCT STABILIZED
ROADWAY BASE
575 SY -$
17 CONCRETE SIDEWALK, 4" THICK 450 SY -$
CONCRETE SIDEWALK, 4" THICK WHITE SHELL STONE
MIX (RESTROOM DUNE PATH)
225 SY -$
CONCRETE RETAINING WALL (RESTROOM DUNE PATH)
INLCUDES SHOREGUARD VYNIL SHEET PILES
345 LF -$
20 6" SELECT FILL BASE 200 SY -$
21 TURN DOWN CONCRETE SIDEWALK 40 SY -$
22 TIMBER BULKHEAD RETAINING WALL (3' - 5' TALL) 70 LF -$
GRAYTON BEACH RESTROOM FACILITY
Demolition
Roadway - Typical
Walkways
BRICK PAVER REMOVE AND REPLACE
GRAYTON BEACH RESTROOM FACILITY
DECORATIVE CONCRETE RETAINING WALL (ALONG
PLANTING AREAS)
120 LF -$
24 6' WIDE BOARDWALK W/ HANDRAIL 380 LF -$
25 6' WIDE BOARDWALK W/ TOE-RAIL 275 LF -$
BOARDWALK OBSERVATION DECK (2-FT DECK
OVERHANG W/ STAIRS)
1 LS -$
27 FDOT INDEX 430-052 TYPE "C" INLET 1 EA -$
ADS NYLOPLAST DRAIN BASIN WITH PEDESTRIAN
GRATE (MEDIUM DUTY TRAFFIC LOADS)
8 EA -$
18" PERFORATED ADS N-12 HDPE INSTALLED IN
EXFILTRATION TRENCH (#57 STONE WASHED W/ FILTER
FABRIC WRAPPED W/ 24" OVERLAP)
270 LF -$
30 C.I.P. TRENCH DRAIN 12"X12" W/ GRATE 18 LF -$
31 18" ADS N-12 HDPE INSTALLED 77 LF -$
32 INSTALL 6" PVC PIPE CONNECTION TO TRENCH DRAIN 1 LS -$
1" PVC WATER SERVICE CONNECTION TO EXISTING
WATER MAIN W/ TAPPING SADDLE
2 EA -$
34 1" WATER METER BOX AND BACKFLOW PREVENTOR 2 EA -$
35 1" PVC WATER LINE 175 LF -$
36 STANDALONE BEACH WASHDOWN FIXTURE 1 LS -$
37 8" SS PVC CLEANOUTS 4 EA -$
38 6" PVC GRAVITY SEWER INSTALL 71 LF -$
39 8" PVC GRAVITY SEWER INSTALL 55 LF -$
40 LAYOUT 1 LS -$
41 SODDING 250 SY -$
42 SEED AND MULCH 50 SY -$
43 EARTHWORK 1 LS -$
44 THERMO, STD, WHITE, SOLID, 12" CROSSWALK 215 LF -$
45 THERMO, STD, WHITE, SOLID, 24" STOP LINE 15 LF -$
Miscellaneous
Stormwater
Utilities
GRAYTON BEACH RESTROOM FACILITY
46 BIKE RACK (WALTON COUNTY SPEC) 1 EA -$
47 SITTING BENCH 5 EA -$
48 CANTILEVER SUN SHADE STRUCTURE 2 EA -$
49 SIGNAGE 3 EA -$
50 EROSION CONTROL / SILT FENCE 430 LF -$
DUNE RESTORATION (SOUTH OF CCCL) 4" SEA OATS
(GEL PACKS)
100 EA -$
52 LANDSCAPING PLAN W/ IRRIGATION 1 LS -$
53 RESTROOM / VISITING CENTER BUILDING 1 LS -$
54 MAINTENANCE OF TRAFFIC 1 LS -$
55 BONDS (MAX 2% OF BID) 1 LS -$
56 MOBILIZATION (MAX 5% OF BID) 1 LS -$
57 OWNERS CONTINGENCY (MAX 10% OF BID) 1 LS -$
Building
General
TOTAL LUMP SUM BID
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