Bid_Tabulation_Table.xlsx
XLSX spreadsheet 25 KB Posted
- Attached to
- Drainage Improvements at 330 College Avenue
- Solicitation number
- 2113-SCP
- Issued by
- York County, South Carolina
About this file
This is a bid tabulation table for the Drainage Improvements at 330 College Avenue project in Rock Hill, South Carolina. The project encompasses site preparation and demolition work, including tree protection fencing (151 linear feet), clearing and grubbing, selective tree removal of trees ranging from 24 inches to greater than 36 inches in diameter, tree root and branch pruning performed by a certified arborist, and removal of concrete elements including driveways (262 square yards), driveway aprons (26 square yards), and curb and gutter (29 linear feet). Additionally, the project includes removal of pipe ranging from 24 to 30 inches in diameter over a 10-linear-foot section. Mobilization is estimated at 5 percent of the project subtotal. Submissions for this project were due by 2:00 pm on Thursday, July 2, 2026, and were required to be uploaded through the City of Rock Hill Procurement Division eProcurement Portal by OpenGov.
The bid tabulation table indicates that all unit prices and extended bid prices have been left blank in this template, suggesting this document serves as the framework for bid evaluation rather than a completed tabulation of submitted bids. Specifications reference York County Local Design Standards and South Carolina Department of Transportation standards for various work items. The table does not provide information regarding pricing terms, set-asides, funding sources, or contract award amounts at this stage of the procurement process.
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Text version
330 College Ave Bid Tab
| 330 College Avenue Drainage Improvements |
| City of Rock Hill, SC |
| Item No. | Description | Applicable Detail | Specification Section | Units | Estimated Quantity | Bid Unit Price | Extended Bid Price | Comment |
| Contract and Project Mobilization | ||||||||
| Mobilization | N/A | N/A | LS | 1 | $ - 0 | ± 5% of subtotal | ||
| Site Preparation and Demolition | ||||||||
| Standard Tree Protection Fencing | York County LDS 4.01 | SP-01 | LF | 151 | $ - 0 | |||
| Clearing and Grubbing & Disposal | N/A | SCDOT 201 | LS | 1 | $ - 0 | |||
| Selective Tree Removal (24”- less than 36” in diameter) & Disposal | N/A | SP-02 | EA | 1 | $ - 0 | (1) 30" oak | ||
| Selective Tree Removal (Greater than 36” in diameter) & Disposal | N/A | SP-02 | EA | 1 | $ - 0 | (1) 50" oak | ||
| Tree Root and Branch Pruning (Certified Arborist) & Disposal | N/A | SP-03 | ALLW | 1 | $ - 0 | |||
| Remove Concrete Driveway & Disposal | N/A | SCDOT 202 | SY | 262 | $ - 0 | |||
| Remove Concrete Driveway Apron & Disposal | N/A | SCDOT 202 | SY | 26 | $ - 0 | |||
| Remove Concrete Curb and Gutter & Disposal | N/A | SCDOT 202 | LF | 29 | $ - 0 | |||
| Remove Pipe (24" to 30" Diameter) & Disposal | N/A | SCDOT 202 & SC-M-714 | LF | 10 | $ - 0 | |||
| Remove <8" Sanitary Sewer & Disposal | N/A | SCDOT 202, 715 | LF | 35 | $ - 0 | |||
| Remove Storm Structure (6' to 8' deep) & Disposal | N/A | SCDOT 202 | EA | 2 | $ - 0 | |||
| Remove Asphalt - Full Depth & Disposal | N/A | SCDOT 202 | SY | 5 | $ - 0 | |||
| Erosion and Sediment Control | ||||||||
| Standard Temporary (Sediment / Silt) Silt Fence | SCDHEC SC-03 | SC-M-815-2 | LF | 405 | $ - 0 | |||
| Construction Entrance | SCDHEC SC-06A | SCDOT 208, SC-M-815-10 | SY | 68 | $ - 0 | |||
| Surface Course Curb Inlet Filter (Type E) | SCDHEC SC-10 | SCDOT 208, SC-M-815-8 | EA | 3 | $ - 0 | |||
| Stone and Rip Rap | ||||||||
| Crusher Run | N/A | SP-04 | TN | 82 | $ - 0 | Driveway subbase. ±60 cuyd. | ||
| Excavation, Grading, and Earthwork | ||||||||
| Borrow Material | N/A | SCDOT 203 | CY | 200 | $ - 0 | |||
| Select Material | N/A | SCDOT 203 | TN | 100 | $ - 0 | |||
| Foundation Conditioning Material | N/A | SCDOT 203, SP-05 | TN | 300 | $ - 0 | |||
| Foundation Conditioning Geotextile | N/A | SCDOT 203, 609, 714, SC-M-203-1 | SY | 500 | $ - 0 | |||
| Cut Material Disposal | N/A | SCDOT 203 | CY | 146 | $ - 0 | Pipe volume ±84 cy. Structure volume ±38 cy. Swell 20% | ||
| Stormwater Drainage Structures and Closed Conduits | ||||||||
| Manhole Drainage Stucture - Less than 6' | York County LDS 3.07 | SCDOT 719 | EA | 3 | $ - 0 | |||
| Manhole Drainage Stucture - Greater than 6' | York County LDS 3.07 | SCDOT 719 | LF | 4 | $ - 0 | |||
| Brick Catch Basin 15" to 54" Pipe - Less than 6' | CRH SD-05 | SCDOT 719 | EA | 1 | $ - 0 | |||
| Brick Catch Basin 15" to 54" Pipe - Greater than 6' | CRH SD-05 | SCDOT 719 | LF | 2 | $ - 0 | |||
| 36" diameter RC Pipe - Class III | N/A | SCDOT 714, SC-M-714 | LF | 259 | $ - 0 | |||
| 24" Terracotta Plug & Grout | N/A | SP-06 | EA | 2 | $ - 0 | |||
| 8" PVC cleanout | N/A | SP-07 | EA | 2 | $ - 0 | |||
| 6" Downspout Lateral Tie-In | N/A | SP-08 | LF | 85 | $ - 0 | Assumed 6" PVC at shallow depth | ||
| Storm System Cleaning | ||||||||
| Storm System Cleaning (24" to 36" Diameter) | N/A | SP-09, SP-09B | LF | 126 | $ - 0 | Two SPs created one with specific langauge about use of less aggressive means of cleaning. SP includes CCTV | ||
| Water and Sanitary Sewer | ||||||||
| <8" Sanitary Sewer Cap | N/A | SP-10 | EA | 2 | $ - 0 | |||
| Traffic Control | ||||||||
| Traffic Control | SCDOT 610-005-20 | SCDOT 601 | LS | 1 | $ - 0 | |||
| Asphalt / Concrete | ||||||||
| Concrete Paved Driveway | N/A | SCDOT 720 | SY | 262 | $ - 0 | |||
| Residential Driveway Apron Concrete | York County LDS 1.37 | SCDOT 720 | SY | 13 | $ - 0 | |||
| 30" Curb and Gutter | York County LDS 1.45 | SCDOT 720 | LF | 34 | $ - 0 | |||
| Flowable Fill (Excavatable) | N/A | SCDOT 210 | CY | 15 | $ - 0 | |||
| Asphalt Replacement - Surface Course - Type D | N/A | SC-M-400 | TN | 0.5 | $ - 0 | |||
| Asphalt Replacement - Intermediate Course - Type C | N/A | SC-M-400 | TN | 0.5 | $ - 0 | |||
| Asphalt Replacement - Base Course - Type B | N/A | SC-M-400 | TN | 1 | $ - 0 | |||
| Asphalt Binder | N/A | SC-M-400 | TN | 0.1 | $ - 0 | |||
| Landscaping and Related | ||||||||
| Permanent Seeding, Fertilizing, and Mulching | N/A | SCDOT 211, SC-M-810-4 | ALLW | 1 | $ - 0 | |||
| Remove, Store, and Reset Mailboxes and Signs | N/A | SP-11 | EA | 1 | $ - 0 | Mailbox | ||
| Remove, Store, and Reset Sidewalk Pavers | N/A | SP-12 | SY | 7 | $ - 0 | |||
| Miscellaneous | ||||||||
| Underground Utility Relocation | N/A | SP-13 | ALLW | 1 | $ - 0 | |||
| SUE Exploratory Allowance - Water | N/A | SP-14 | ALLW | 1 | $ - 0 | |||
| Foundation Protection Assessment | N/A | SP-15 | EA | 1 | $ - 0 | |||
| Foundation Protection - 330 College Ave | N/A | SP-15 | LS | 1 | $ - 0 | |||
| Subtotal | $ - 0 | |||||||
| Contingency | 25% | $ - 0 |
| Total Base Bid | $ - 0 | |
| 1 | The inclusion of Applicable Detail, Specification Section, and 01 22 00 Pay Item Paragraph in the Bid Schedule shall not limit applicability of all relevant sections of the Contract Documents to the specific bid item. Contractor shall be responsible for compliance with all Contract Document provisions which are relevant to each bid item. |
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