Cost Sheet_I_85 _ SR 74 Water Main Relocation.xlsx
XLSX spreadsheet 27 KB Posted
- Solicitation number
- PE-66073-NONST-2026-000000025
- Issued by
- Fulton County, Georgia
About this file
This document is a comprehensive cost sheet for a water main relocation project involving Interstate 85 and State Route 74, likely involving a local municipal or county infrastructure agency. The project encompasses multiple construction components including general conditions, clearing and grubbing, water line relocation, pump station installation, force main and gravity sewer work, and erosion control measures. Key project elements include installing 875 linear feet of 2" PVC water line, 3 18" HDPE culverts with headwalls, constructing a wetwell, installing pumps and control panels, electrical work, and a generator. The project also includes substantial erosion control efforts, such as 1,290 linear feet of silt fence, construction exit installation, and area stabilization across approximately 7,620 square yards.
The cost sheet includes three different bid format versions with varying line items, suggesting flexibility in bidding approaches. Specific financial provisions include a $10,000 utility relocation allowance and a $10,000 line item for engineer-directed changes, with additional $2,000 allocated for testing and inspection. While specific pricing for most line items is not completed, some unit prices are noted, such as $60 per cubic yard for rock excavation and $42 per ton for unsuitable soils management. The document appears to be structured for competitive bidding, with comprehensive itemization of anticipated project components and potential variability in site conditions, indicating a complex infrastructure improvement project with multiple technical and logistical considerations.
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Other files
| File | Type | Posted |
|---|---|---|
| Drawings_I_85 _ SR 74 Water Main Relocation.pdf | ||
| ITB 25_016 Fairburn Water Main Relocation Pro.pdf |
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Text version
BASE Option 1
| BASE BID | ||||||||
| ITEM | DESCRIPTION | ESTIMATED | UNIT OF | UNIT PRICE | AMOUNT | |||
| NO. | QUANTITY | MEASURE | (FIGURES) | (FIGURES) | ||||
| CONSTRUCTION ITEMS | ||||||||
| 1 | GENERAL CONDITIONS | 1 | LS | |||||
| 2 | CLEARING AND GRUBBING | 1 | LS | |||||
| 3 | GRADING COMPLETE | 1 | LS | |||||
| 4 | 2" SDR 21 PVC WATER LINE | 875 | LF | |||||
| 5 | 18" HDPE CULVERT WITH HEADWALLS | 3 | EA | |||||
| 6 | GAB ACCESS DRIVE | 1,205 | SY | RIP RAP | 2 TN/CFT | |||
| 7 | ACCESS DRIVE FENCING AND GATE | 32 | LF | UNSUITABLE SOILS | 120 LB/CFT | |||
| 8 | LANDSCAPE COMPLETE | 1 | LS | |||||
| PUMP STATION | ||||||||
| 9 | CLEARING AND GRUBBING | 1 | LS | |||||
| 10 | GRADING COMPLETE | 1 | LS | |||||
| 11 | WETWELL (6-FT I.D.) | 1 | EA | |||||
| 12 | PIPING AND VALVES (FOR WETWELL AND VALVE VAULT) | 1 | LS | |||||
| 13 | PUMPS AND CONTROL PANEL | 1 | LS | |||||
| 14 | ELECTRICAL COMPLETE | 1 | LS | |||||
| 15 | GENERATOR | 1 | LS | |||||
| 16 | SCADA | 1 | LS | |||||
| 17 | FENCING AND GATE | 160 | LF | |||||
| 18 | GRADED ASPHALT BASE (GAB) | 2.8 | TN | |||||
| 19 | MASS ROCK EXCAVATION | 6.5 | CY | $ 60.00 | $ 390.00 | 15% | 32.6 | CY |
| 20 | MASS UNSUITABLE SOILS | 10.5 | TN | $ 42.00 | $ 441.00 | 15% | 0.15 | % |
| 21 | LANDSCAPE COMPLETE | 1 | LS | 4.89 | CY | |||
| FORCE MAIN AND GRAVITY SEWER | ||||||||
| 22 | CLEARING AND GRUBBING | 1 | LS | |||||
| 23 | LIGHT DUTY ASPHALT PAVING (DEMO, BACKFILL, CONCRETE TRENCH CAP, ETC.) | 1,614 | LF | |||||
| 24 | 6-INCH DR 11 HDPE VIA OPEN CUT | 3,056 | LF | |||||
| 25 | 6-INCH DR 11 HDPE VIA UN-CASED BORE | 40 | LF | |||||
| 26 | 10-INCH SDR 26 PVC VIA OPEN CUT | 258 | LF | |||||
| 27 | 8-INCH SDR 26 PVC VIA JACK AND BORE WITH 16-INCH STEEL CASING | 216 | LF | DOESN’T INCLUDE SERVICE LATERALS | ||||
| 28 | SANITARY SEWER MANHOLE (4-FT I.D.) | 3 | EA | |||||
| 29 | CONNECTION TO EX MANHOLE | 1 | EA | |||||
| 30 | ABANDONED AND PLUG EX GRAVITY SEWER LINE | 1 | EA | |||||
| 31 | AIR RELEASE VALVE | 1 | EA | |||||
| 32 | TRENCH ROCK EXCAVATION | 495 | CY | $ 60.00 | $ 29,700.00 | 15% | 3305 | CY |
| 33 | TRENCH UNSUITABLE SOILS | 800 | TN | $ 42.00 | $ 33,600.00 | 15% | 0.15 | % |
| EROSION CONTROL ITEMS | 495.75 | CY | ||||||
| 34 | SILT FENCE (Sd1-S) | 1,290 | LF | |||||
| 35 | CONSTRUCTION EXIT (Co) | 1 | EA | |||||
| 36 | DISTURBED AREA STABILIZATION (Ds1, Ds2, Ds3) | 5,900 | SY | |||||
| 37 | DISTURBED AREA STABILIZATION (Ds4) | 1,720 | SY | |||||
| MISCELLANEOUS | ||||||||
| 38 | UTILITY RELOLCATION ALLOWANCE | 1 | LS | $ 10,000.00 | $ 10,000.00 | |||
| 39 | ENGINEER DIRECTED CHANGES | 1 | LS | $ 10,000.00 | $ 10,000.00 | |||
| 40 | TESTING AND INSPECTION ALLOWANCE | 1 | LS | $ 2,000.00 | $ 2,000.00 | |||
| TOTAL (IN FIGURES) | ||||||||
| TOTAL (IN WORDS) |
JN
| BASE BID | |||||
| ITEM | DESCRIPTION | ESTIMATED | UNIT OF | UNIT PRICE | AMOUNT |
| NO. | QUANTITY | MEASURE | (FIGURES) | (FIGURES) | |
| CONSTRUCTION ITEMS | |||||
| 1 | GENERAL CONDITIONS | 1 | LS | ||
| 2 | CLEARING AND GRUBBING | 1 | LS | ||
| 3 | 24-INCH CONCRETE HEADWALL, PRECAST OR CAST-IN-PLACE | 1 | EA | ||
| 4 | GALVANIZED COATED 3' X 3' GABION BASKETS, W/ 4-INCH BEDDING, AND NON-WOVEN GEOTEXTILE | 990 | LF | ||
| 5 | 4-INCH TO 8-INCH STONE FILL FOR GABION BASKETS | 330 | CY | ||
| 6 | GRADING COMPLETE | 1 | LS | ||
| WATER | |||||
| 7 | 8" PVC WATER LINE RELOCATION/ADJUSTMENT | 1 | LS | ||
| EROSION CONTROL ITEMS | |||||
| 8 | CONSTRUCTION EXIT (Co) | 1 | EA | ||
| 8 | SEDIMENT CONTROL GATE (Rt-Sg) | 1 | EA | ||
| 10 | STONE CHECK DAM (Cd-S) | 8 | EA | ||
| 11 | RECP-C LONG TERM ROLLED EROSION CONTROL BLANKET W/ HECP HYDROSEED (Ss) | 2300 | SY | ||
| 12 | LONG TERM ROLLED EROSION CONTROL BLANKET W/ HECP HYDROSEED (Ch-1) | 1725 | SY | ||
| 13 | DISTURBED AREA STABILIZATION (Ds1, Ds2, Ds3, Du) | 1.25 | AC | ||
| MISCELLANEOUS | |||||
| 14 | UTILITY RELOLCATION ALLOWANCE | 1 | LS | $ 10,000.00 | $ 10,000.00 |
| 15 | ENGINEER DIRECTED CHANGES | 1 | LS | $ 10,000.00 | $ 10,000.00 |
| TOTAL (IN FIGURES) | |||||
| TOTAL (IN WORDS) |
Formatted for Project Manual
| BASE BID | |||||
| ITEM NO. | DESCRIPTION | ESTIMATED QUANTITY | UNIT OF MEASURE | UNIT PRICE (FIGURES) | AMOUNT (FIGURES) |
| CONSTRUCTION ITEMS | |||||
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | WATER MAIN VERTICAL RELOCATION (12-INCH DIP) | 3 | EA | ||
| TOTAL (IN FIGURES) | |||||
| TOTAL (IN WORDS) |
Formatted for Dwg Set
| QUANTITIES TABULATION | |||
| ITEM NO. | DESCRIPTION | ESTIMATED QUANTITY | UNIT OF MEASURE |
| CONSTRUCTION ITEMS | |||
| 1 | GENERAL CONDITIONS | 1 | LS |
| 2 | CLEARING AND GRUBBING | 1 | LS |
| 3 | 24-INCH CONCRETE HEADWALL, PRECAST OR CAST-IN-PLACE | 1 | EA |
| 4 | GALVANIZED COATED 3' X 3' GABION BASKETS, W/ 4-INCH BEDDING, AND NON-WOVEN GEOTEXTILE | 990 | LF |
| 5 | 4-INCH TO 8-INCH STONE FILL FOR GABION BASKETS (6-INCH SURGE FROM MACON VULCAN QUARRY IS ACCEPTABLE) | 330 | CY |
| 6 | GRADING COMPLETE | 1 | LS |
| WATER | |||
| 7 | 8" PVC WATER LINE RELOCATION/ADJUSTMENT | 1 | LS |
| EROSION CONTROL ITEMS | |||
| 8 | CONSTRUCTION EXIT (Co) | 1 | EA |
| 9 | SEDIMENT CONTROL GATE (Rt-Sg) | 1 | EA |
| 10 | STONE CHECK DAM (Cd-S) | 8 | EA |
| 11 | RECP-C LONG TERM ROLLED EROSION CONTROL BLANKET W/ HECP HYDROSEED (Ss) | 2300 | SY |
| 12 | LONG TERM ROLLED EROSION CONTROL BLANKET W/ HECP HYDROSEED (Ch-1) | 1725 | SY |
| 13 | DISTURBED AREA STABILIZATION (Ds1, Ds2, Ds3, Du) | 1.25 | AC |
| MISCELLANEOUS | |||
| 14 | UTILITY RELOLCATION ALLOWANCE | 1 | LS |
| 15 | ENGINEER DIRECTED CHANGES | 1 | LS |
| TOTAL (IN FIGURES) | |||
| TOTAL (IN WORDS) |
File details come from the government source that posted it. Updated .