Giddens_Cost-Estimate_2025-11-19.xlsm
XLSM spreadsheet 40 KB Posted
- Attached to
- Dania Beach Blvd Landscape Improvements Phase I
- Solicitation number
- 26-013
- Issued by
- Santa Rosa County, New Port Richey City, Florida
About this file
This is a cost estimate document for the Giddens Road Turn Lane construction project in Santa Rosa County, Florida, prepared by Santa Rosa County Public Works. The project (Contract ID 21-006 ACEF-009) encompasses roadway improvements including clearing and grubbing, tree removal, asphalt pavement removal, pipe removal, and drainage work. The scope includes regular excavation, embankment work, base stabilization, asphalt paving with Superpave and friction course materials, sodding, and inlet installation. Bid submissions are due by 10:00 am on Thursday, January 15, 2026, through the Santa Rosa County Procurement Portal, with public opening via Microsoft Teams. Questions concerning the request must be submitted by 12:00 pm on Monday, December 29, 2025.
The cost estimate reflects mobilization at $21,374.21, maintenance of traffic at $21,374.21, and itemized costs for removal, roadway, and drainage work totaling substantial construction expenses. Key line items include 410 square yards of optional base at $48,929.40, 1,389 square yards of milling existing asphalt pavement at $4,292.01, 67.7 tons of Superpave asphaltic concrete at $9,809.73, and 148.5 tons of friction course material at $25,738.02. The estimate does not specify overall project funding sources or amounts. Santa Rosa County encourages participation from small businesses, minority-owned businesses, and disadvantaged business enterprises, with no discrimination based on protected characteristics. The Board reserves the right to waive irregularities, reject any bids, and award based on the county's best interest determination.
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Text version
Form10_P1
| Date: | Dec-25 | SANTA ROSA COUNTY PUBLIC WORKS | Page No. | 1 |
| COMPUTATION BOOK PAY ITEM SUMMARY SHEET | FORM 700-050-10 |
CONSTRUCTION
06/08
| CONTRACT ID: | 21-006 ACEF-009 | DSR: | COUNTY: | SANTA ROSA |
| PROJECT: | GIDDENS ROAD |
| ITEM NO. | FINAL | |||
| QUANTITY | UNIT | FDOT PAY ITEM / | ||
| ITEM CODE | S.A. | |||
| NO. | PAY ITEM DESCRIPTION | CDMS DOC | ||
| / PAGE NO. | UNIT | |||
| PRICE | PAY ITEM | |||
| AMOUNT | ITEM CODE | |||
| ADJ. AMOUNT | TOTAL ITEM PAID |
AMOUNT
| GENERAL | |||||||||
| 1 | 1 | LS | 0101 | 1 | MOBILIZATION (NTE 10%) | $ 21,374.21 | $ 21,374.21 | $ | 21,374.21 |
| 2 | 1 | LS | 0102 | 1 | MAINTENANCE OF TRAFFIC (MOT 10%) | $ 21,374.21 | $ 21,374.21 | $ | 21,374.21 |
| REMOVAL | ||||||||||
| 3 | 0.16 | AC | 0110 | 1 | 1 | CLEARING & GRUBBING | $ 45,992.55 | $ 7,358.81 | 7,358.81 | |
| 4 | 5 | EA | 0110 | 23 | TREE REMOVAL | $ 1,558.48 | $ 7,792.40 | $ | 7,792.40 | |
| 5 | 98 | SY | REMOVAL OF EXISTING ASPHALT PAVEMENT | $ 5.87 | $ 575.26 | $ | 575.26 | |||
| 6 | 89 | LF | PIPE REMOVAL, 30" AND LARGER | $ 32.85 | $ 2,923.38 | $ | 2,923.38 | |||
| 7 | 1 | EA | REMOVAL OF DITCH BOTTOM INLET | $ 786.83 | $ 786.83 | 786.83 | ||||
| 8 | 1 | EA | REMOVAL OF MITERED END SECTION | $ 430.69 | $ 430.69 | $ | 430.69 |
| ROADWAY | ||||||||||
| 9 | 56.6 | CY | 0120 | 1 | REGULAR EXCAVATION | $ 9.77 | $ 552.98 | $ | 552.98 | |
| 10 | 76.1 | CY | 0120 | 6 | EMBANKMENT | $ 7.92 | $ 602.71 | $ | 602.71 | |
| 11 | 543 | SY | 0160 | 4 | TYPE B STABILIZATION | $ 8.19 | $ 4,447.17 | $ | 4,447.17 | |
| 12 | 410 | SY | 0285 | 7 | 14 | OPTIONAL BASE, BASE GROUP 14 | $ 119.34 | $ 48,929.40 | $ | 48,929.40 |
| 13 | 1,389 | SY | 0327 | 70 | 6 | MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH | $ 3.09 | $ 4,292.01 | $ | 4,292.01 |
| 14 | 67.7 | TN | 0334 | 1 | 13 | SUPERPAVE ASPHALTIC CONC, TRAFFIC C, (3") | $ 144.90 | $ 9,809.73 | $ | 9,809.73 |
| 15 | 148.5 | TN | 0337 | 7 | 83 | FRICTION COURSE FC-12.5, TRAFFIC C, (1 1/2") | $ 173.32 | $ 25,738.02 | $ | 25,738.02 |
| 16 | 347 | SY | 0570 | 1 | 2 | PERFORMANCE TURF, SOD | $ 4.61 | $ 1,599.67 | $ | 1,599.67 |
| DRAINAGE | ||||||||||
| 17 | 1 | EA | 0425 | 1 | 521 | INLETS, DT BOT, TYPE C,<10' | $ 7,337.71 | $ 7,337.71 | $ | 7,337.71 |
| 18 | 2 | EA | 0425 | 2 | 71 | MANHOLE, TYPE P-7, <10' | $ 8,539.23 | $ 17,078.46 | $ | 17,078.46 |
| 19 | 15 | LF | 0430 | 175 | 118 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"SD | $ 211.94 | $ 3,179.10 | $ | 3,179.10 |
| 20 | 243 | LF | 0430 | 175 | 124 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24"SD | $ 234.00 | $ 56,862.00 | $ | 56,862.00 |
| 21 | 4 | LF | 0430 | 175 | 130 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30"SD | $ 235.16 | $ 940.64 | $ | 940.64 |
| 22 | 1 | EA | 0430 | 984 | 129 | MITERED END SECTION, OPTIONAL ROUND, 24" SD | $ 3,802.21 | $ 3,802.21 | 3,802.21 | |
| 23 | 2 | EA | CONCRETE JACKET (SEE NOTE 4) | - | - | - |
| SIGNING & PAVEMENT MARKING | ||||||||||||||
| 24 | 1 | EA | 0700 | 1 | 50 | SINGLE POST SIGN, RELOCATE | $ 519.19 | $ 519.19 | 519.19 | |||||
| 25 | 1 | EA | 0700 | 1 | 60 | SINGLE POST SIGN, REMOVE | $ 73.83 | $ 73.83 | 73.83 | |||||
| 26 | 4 | EA | 0700 | 11 | 11 | SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12SF | $ 578.15 | $ 2,312.60 | 2,312.60 | |||||
| 27 | 3 | EA | 0705 | 10 | 1 | OBJECT MARKER, TYPE 1 | $ 263.55 | $ 790.65 | 790.65 | |||||
| 28 | 17 | EA | 0706 | 1 | 3 | RAISED PAVEMENT MARKER, TYPE B (WHITE/RED) | $ 4.95 | $ 84.15 | $ | 84.15 | ||||
| 29 | 20 | EA | 0706 | 1 | 3 | RAISED PAVEMENT MARKER, TYPE B (YELLOW) | $ 4.95 | $ 99.00 | $ | 99.00 | ||||
| 30 | 1 | LS | 0710 | 90 | PAINTED PAVEMENT MARKINGS, FINAL SURFACE | $ 1,273.96 | $ 1,273.96 | $ | 1,273.96 | item | unit price | total | miles | |
| 31 | 21 | LF | 0711 | 11 | 124 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS | $ 6.06 | $ 127.26 | $ | 127.26 | 710-11-124 | 2.49 | 52.29 | 0.004 |
| 32 | 31 | LF | 0711 | 11 | 125 | THERMOPLASTIC, STANDARD WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK | $ 7.90 | $ 244.90 | $ | 244.90 | 710-11-125 | 2.77 | 85.87 | 0.006 |
| 33 | 16 | LF | 0711 | 11 | 224 | THERMOPLASTIC, STANDARD YELLOW, SOLID, 18" FOR DIANGONALS AND CHEVRONS | $ 6.27 | $ 100.32 | $ | 100.32 | 710-11-224 | 2.48 | 39.68 | 0.003 |
| 34 | 7 | EA | 0711 | 11 | 170 | THERMOPLASTIC, STANDARD, WHITE, ARROW | $ 89.96 | $ 629.72 | $ | 629.72 | 710-11-170 | 45.21 | 316.47 | |
| 35 | 3 | EA | 0711 | 11 | 160 | THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL | $ 214.14 | $ 642.42 | $ | 642.42 | 710-11-160 | 69.17 | 207.51 | |
| 36 | 0.169 | GM | 0711 | 16 | 101 | THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" | $ 5,685.38 | $ 960.83 | $ | 960.83 | 710-11-101 | 1788.33 | 302.23 | 0.169 |
| 37 | 0.134 | GM | 0711 | 16 | 201 | THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" | $ 5,713.76 | $ 765.64 | $ | 765.64 | 710-11-201 | 1814.35 | 243.12 | 0.134 |
| 38 | 0.010 | GM | 0711 | 16 | 102 | THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" | $ 7,847.62 | $ 78.48 | $ | 78.48 | 710-11-102 | 2678.61 | 26.79 | 0.010 |
| TOTAL | 1273.96 | 0.326 |
| Notes: | ESTIMATED SUBTOTAL | $ | 256,490.56 |
| 1. Estimate is based on preliminary assessment and is not to be used for construction. | CONTINGENCY 10% | $ | 25,649.06 |
| 2. Unit costs based on FDOT Statewide Averages from 2024/10/01 to 2025/09/30 or estimated local previous bid averages. | ESTIMATED TOTAL | $ | 282,139.61 |
| 3. General Paving and Drainage Pricing Agreement 22-23.126 (Escambia County) used when no FDOT unit cost or Santa Rosa County bid average is available. | |||
| 4. The cost of concrete jackets is included in the cost of the pipe. |
Template
| Date: | STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION | Page No. | |
| COMPUTATION BOOK PAY ITEM SUMMARY SHEET | FORM 700-050-10 |
CONSTRUCTION
06/08
| CONTRACT ID: | FIN. PROJECT ID: | MANAGING DISTRICT: | FAP NO. |
| FINANCIAL PROJECT REGULAR WORK PAID: |
| FINAL | |||
| QUANTITY | UNIT | PAY ITEM / | |
| ITEM CODE | S.A. | ||
| NO. | PAY ITEM DESCRIPTION | CDMS DOC | |
| / PAGE NO. | UNIT | ||
| PRICE | PAY ITEM | ||
| AMOUNT | ITEM CODE | ||
| ADJ. AMOUNT | TOTAL ITEM PAID |
AMOUNT
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PAGE TOTAL 0.00
Accuracy
Pay Item Accuracy Table Pay Item Units Table
| Rounding Display | Round Function | Units | Directory Name | Accuracy |
| Value | (Decimal Places) |
| 0.001 | 3 | English | eng | 2 |
| 0.01 | 2 | Metric | met | 3 |
| 0.1 | 1 | |||
| 1 | 0 |
Compbook Form Pay Item Cell Location Table
Form Number Number Units Description Accuracy Quantity
| Form01 | J7 | J11 | J9 | R11 | K35 |
| Form02 | J7 | J11 | J9 | R11 | J35 |
| Form03 | J7 | J11 | J9 | R11 | G35 |
| Form04 | J7 | J11 | J9 | R11 | F35 |
| Form05 | J7 | J11 | J9 | R11 | Q9 |
| Form06 | J7 | J11 | J9 | R11 | K35:L35 |
| Form07 | J7 | R7 | J8 | J9 | C35 |
| Form07b | J11 | R11 | J12 | J13 | I35 |
| Form08 | J7 | J11 | J9 | R11 | D36 |
| Form09 | J7 | R7 | J8 | J9 | H41 |
| Form09b | J11 | R11 | J12 | S11 | M41 |
| Form09c | J14 | R14 | J15 | S14 | R41 |
| Form10 | E9:G9 | D9 | J9 | R11 | B9 |
| Form11 | E9:G9 | D9 | J9 | R11 | B9 |
| Setup | J7 | J11 | J9 | R11 | R7 |
NOTE: Do Not Change
File details come from the government source that posted it. Updated .