00320 - UNIT PRICES FOR ADJUSTMENT (Rev).pdf
PDF 160 KB Posted
- Attached to
- Blake Avenue Water Main Improvements – Phase 1
- Solicitation number
- ITB-16728
- Issued by
- Clay County, Florida
About this file
This is a Unit Prices for Adjustment schedule document issued by the Town of Orange Park, Florida, for the Blake Avenue Water Main Improvements - Phase 1 project. The document establishes unit prices for 41 line items covering water infrastructure, site preparation, and street restoration work. Key work items include installation of approximately 929 linear feet of 8-inch PVC water main, 155 linear feet of 6-inch PVC water main, removal and abandonment of existing water mains totaling 981 linear feet, asphalt pavement replacement (620 square yards), concrete sidewalk installation (50 square yards), curb installation (40 linear feet), sod installation (300 square yards), and various water main components including gate valves, hydrant assemblies, tees, reducers, and bends. The bid opening is scheduled for September 24, 2026, at 10:00 a.m., with bids required to remain open for 90 calendar days following opening. Substantial completion is required within 120 calendar days and final completion within 150 calendar days from the Notice to Proceed, anticipated for October 2026. Written questions from bidders were due by 4:00 p.m. on September 14, 2026.
The unit prices submitted by contractors must include all labor, materials, equipment, transportation, supervision, insurance, bond costs, overhead, and profit as in-place costs for each item. The document indicates this schedule was revised by Addendum 2, effective September 16, 2026, requiring contractors to adjust their pricing accordingly. Contractors must submit the schedule with typed or handwritten pricing in ink for each listed item. Liquidated damages apply at $250 per day for failure to achieve substantial completion and $100 per day for failure to achieve final completion. The contractor is responsible for determining subsurface conditions, obtaining a geotechnical report, maintaining continuous water service to existing customers, and preparing as-built drawings. Performance and payment bonds covering total project cost are required, with surety companies meeting Florida Statute 255.05 requirements.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum 2.pdf | ||
| 24007698-00_BLAKE AVE WM - PH 1 - BID PLANS.pdf | ||
| Specs.pdf | ||
| Geotechnical Exploration Report.pdf | ||
| Addendum 1.pdf |
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Text version
Rev. 9/16/2026
24007698-00
SECTION 00320
UNIT PRICES FOR ADJUSTMENT/SCHEDULE OF VALUES
BLAKE AVENUE WATER MAIN IMPROVEMENTS – PHASE 1
The following unit prices, if approved by the Owner, will be used for adjusting the Contract
Price for changes in the work (additions or deletions) in accordance with the provisions of an approved change order and any other modifications of the Contract. It must be submitted with pricing listed for each material description listed. Unit cost shall include all labor, materials, equipment, transportation, supervision, insurance cost, bond cost, overhead and profit representing an in-place price for each item. Scope or size of each item not otherwise indicated is as described in the construction specifications and drawings.
All information should be typed or handwritten in ink.
Item Description Basis of Bid Qty.
Unit Unit Price
1 SILT FENCE 400 LF
2 INLET PROTECTION 3 EA
3 REMOVE EXISTING CONCRETE SIDEWALK/DRIVEWAY 50 SY
4 REMOVE EXISTING ASPHALT ROADWAY 620 SY
5 REMOVE EXISTING CONCRETE CURB 40 LF
6 REGULAR EXCAVATION 650 CY
7 COMPACTED SUB-BASE 12" THICK 680 SY
8 LIMEROCK BASE 6" THICK 680 SY
9 4" CONCRETE SIDEWALK (3,000 PSI) 50 SY
6" REINFORCED CONCRETE PAD FOR HYDRANTS
(3,000 PSI) 7 SY
11 ASPHALT, TYPE SP-9.5, 2" THICK (2 - 1" LIFTS) 620 SY
12 CURB, 18" MIAMI 40 LF
13 SOD, LIKE KIND 300 SY
14 2 DETECTIBLE WARNING ADA RAMP 1 EA
15 REMOVE AND REINSTALL EXISTING MUNICIPAL SIGN 1 EA
16 INSTALL 8" PVC (DR-18) WATER MAIN 929 LF
17 INSTALL 6" PVC (DR-18) WATER MAIN 155 LF
18 INSTALL 4" PVC (DR-18) WATER MAIN 8 LF
19 INSTALL 8" DI MJ GATE VALVE W/ BOX & COVER 2 EA
20 INSTALL 6" DI MJ GATE VALVE W/ BOX & COVER 2 EA
Rev. 9/16/2026
24007698-00
Item Description Basis of Bid Qty.
Unit Unit Price
21 2 INSTALL 16" x 8" TAPPING SLEEVE W/ 8" GATE VALVE, BOX, COVER 1 EA
INSTALL 6" HYDRA-STOP INSTA-VALVE 250 ON CI
MAIN W/ VALVE BOX, COVER 1 EA
23 INSTALL 8" x 6" DI MJ TEE 3 EA
24 INSTALL 6" DI MJ TEE 3 EA
25 INSTALL 6" x 4" DI MJ REDUCER 1 EA
26 INSTALL 4" x 3" DI MJ REDUCER 1 EA
27 INSTALL 8" DI MJ 45° BEND 8 EA
28 INSTALL 8" DI MJ 22.5° BEND 1 EA
29 INSTALL 8" DI MJ 11.25° BEND 3 EA
30 INSTALL 6" DI MJ 90° BEND 4 EA
31 INSTALL 4" DI MJ 90° BEND 1 EA
32 INSTALL 8" DI MJ CAP 1 EA
INSTALL NEW FIRE HYDRANT ASSEMBLY W/ 6" GATE
VALVE 3 EA
REMOVE EXISTING FIRE HYDRANT - RETURN TO
TOWN 2 EA
35 SINGLE WATER SERVICE - SHORT SIDE 1 EA
36 SINGLE WATER SERVICE - LONG SIDE 7 EA
37 DOUBLE WATER SERVICE - SHORT SIDE 3 EA
38 DOUBLE WATER SERVICE - LONG SIDE 3 EA
39 TEMPORARY SAMPLE TAP 4 EA
GROUT FILL - ABANDON IN PLACE EXISTING WATER
MAIN (6") 980 LF
CUT & CAP - ABANDON IN PLACE EXISTING WATER
MAIN (3") 1 EA
2 Item Revised by Addendum 2 – 9/16/2026
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