2024_07_03 _ Starr_s Mill School Tunnel Bid T.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- #2455-B Starrs Mill School Tunnel Construction
- Solicitation number
- PE-65600-NONST-2025-000000078
- Issued by
- Douglas County, Georgia
About this file
The document provided is an Invitation to Bid (ITB) for the construction of a multiuse tunnel under Redwine Road in Fayette County, Georgia. Fayette County is inviting bids for this project, with a bid submission deadline of 3:00pm on Wednesday, September 4, 2024. The bid package includes a detailed bid price sheet with over 70 line items covering various construction activities such as traffic control, grading, concrete work, storm drainage, and landscaping. The total construction allowance for the project is $250,000.
The pricing terms and other details are not explicitly stated in the provided information. However, the bid price sheet suggests that this is a lump sum contract for the specified construction work, with unit pricing provided for the various pay items. No information is provided about any set asides, incumbent contractors, funding sources, or other salient financial details.
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Other files
| File | Type | Posted |
|---|---|---|
| 2455_B Addendum 1.pdf | ||
| 2024_02_27 _ Starr_s Mill Tunnel 100_ Plans R.pdf | ||
| 2455_B ITB.pdf |
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Text version
Bid Price Sheet
| PAY ITEM | ITEM DESCRIPTION | ESTIMATED QUANTITY | UNIT | UNIT PRICE | EXTENDED PRICE |
| 150-1000 | TRAFFIC CONTROL - | 1.00 | LS | ||
| 163-0232 | TEMPORARY GRASSING | 3.00 | AC | ||
| 163-0240 | MULCH | 35.00 | TN | ||
| 163-0301 | CONSTRUCT AND REMOVE CONSTRUCTION EXITS | 4.00 | EA | ||
| 163-0529 | CONSTRUCT AND REMOVE TEMPORARY SEDIMENT BARRIER OR BALED STRAW CHECK DAM | 160.00 | LF | ||
| 163-0550 | CONSTRUCT AND REMOVE INLET SEDIMENT TRAP | 18.00 | EA | ||
| 165-0030 | MAINTENANCE OF TEMPORARY SILT FENCE, TP C | 478.00 | LF | ||
| 165-0041 | MAINTENANCE OF CHECK DAMS - ALL TYPES | 160.00 | LF | ||
| 165-0101 | MAINTENANCE OF CONSTRUCTION EXIT | 2.00 | EA | ||
| 165-0105 | MAINTENANCE OF INLET SEDIMENT TRAP | 18.00 | EA | ||
| 167-1000 | WATER QUALITY MONITORING AND SAMPLING | 1.00 | EA | ||
| 167-1500 | WATER QUALITY INSPECTIONS | 10.00 | MO | ||
| 171-0030 | TEMPORARY SILT FENCE, TYPE C | 956.00 | LF | ||
| 207-0203 | FOUND BKFILL MATL, TP II | 100.00 | CY | ||
| 210-0100 | GRADING COMPLETE - | 1.00 | LS | ||
| 310-5040 | GR AGGR BASE CRS, 4 INCH, INCL MATL | 2,516.00 | SY | ||
| 310-5060 | GR AGGR BASE CRS, 6 INCH, INCL MATL | 865.00 | SY | ||
| 310-5080 | GR AGGR BASE CRS, 8 INC, INCL MATL | 1,742.00 | SY | ||
| 402-1802 | RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME | 50.00 | TN | ||
| 402-3100 | RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE I, GP 1 OR BLEND 1, INCL BITUM MATL & H LIME | 274.00 | TN | ||
| 402-3121 | RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME | 214.00 | TN | ||
| 402-3130 | RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME | 200.00 | TN | ||
| 402-3190 | RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL & H LIME | 143.00 | TN | ||
| 413-0750 | TACK COAT | 700.00 | GL | ||
| 432-0206 | MILL ASPH CONC PVMT, 1 1/2 IN DEPTH | 1,069.00 | SY | ||
| 441-0303 | CONC SPILLWAY, TP 3, MODIFIED | 1.00 | EA | ||
| 411-0748 | CONCRETE MEDIAN, 6 IN | 11.00 | SY | ||
| 441-5002 | CONCRETE HEADER CURB, 6 IN, TP 2 | 20.00 | LF | ||
| 441-6216 | CONC CURB & GUTTER, 8 IN X 24 IN, TP 2 | 1,423.00 | LF | ||
| 441-7014 | CURB CUT WHEELCHAIR RAMP, TYPE D | 2.00 | EA | ||
| 444-1000 | SAWED JOINTS IN EXIST PAVEMENTS - PCC | 100.00 | LF | ||
| 500-3101 | CLASS A CONCRETE, 12 IN DEPTH | 20.00 | CY | ||
| 500-9999 | CLASS B CONC, BASE OR PVMT WIDENING | 8.00 | CY | ||
| 513-9999 | REINFORCED CONCRETE BOX CULVERT, PRECAST, SINGLE, 12 FT X 9 FT | 48.00 | LF | ||
| 550-1180 | STORM DRAIN PIPE, 18 IN, H 1-10 | 284.00 | LF | ||
| 550-1181 | STORM DRAIN PIPE, 18 IN, H 10-15 | 53.00 | LF | ||
| 550-1240 | STORM DRAIN PIPE, 24 IN, H 1-10 | 218.00 | LF | ||
| 550-1241 | STORM DRAIN PIPE, 24 IN, H 10-15 | 512.00 | LF | ||
| 550-1242 | STORM DRAIN PIPE, 24 IN, H 15-20 | 77.00 | LF | ||
| 550-3324 | SAFETY END SECTION 24 IN, STORM DRAIN, 4:1 SLOPE | 1.00 | EA | ||
| 603-2181 | STN DUMPED RIP RAP, TP 3, 18 IN | 26.00 | SY | ||
| 603-7000 | PLASTIC FILTER FABRIC | 26.00 | SY | ||
| 610-9001 | REM SIGN | 2.00 | EA | ||
| 611-5551 | RESET SIGN | 2.00 | EA | ||
| 620-0100 | TEMPORARY BARRIER, METHOD NO. 1 | 1,150.00 | LF | ||
| 627-1100 | COPING A, WALL 2 | 50.00 | LF | ||
| 627-1160 | TRAFFIC BARRIER H, WALL 1, WALL 2 | 941.00 | LF | ||
| 630-9999 | MODULAR BLOCK RETAINING WALL SYSTEM | 11,101.00 | SF | ||
| 634-1200 | RIGHT OF WAY MARKERS | 9.00 | EA | ||
| 636-1036 | HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 | 5.00 | SF | ||
| 636-2070 | GALV STEEL POSTS, TP 7 | 24.00 | LF | ||
| 641-1100 | GUARDRAIL, TP T | 42.00 | LF | ||
| 641-1200 | GUARDRAIL, TP W | 157.00 | LF | ||
| 641-2200 | DBL FACED GUARDRAIL, TP W | 66.00 | LF | ||
| 641-5015 | GUARDRAIL TERMINAL, TP 12A, 31 IN, TANGENT, ENERGY-ABSORBING | 1.00 | EA | ||
| 641-6000 | GUARDRAIL ANCHORAGE TP 10D, SPCL DES | 1.00 | EA | ||
| 653-1501 | THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE | 1,274.00 | LF | ||
| 653-1502 | THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW | 1,126.00 | LF | ||
| 653-1704 | THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE | 100.00 | LF | ||
| 653-1804 | THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE | 54.00 | LF | ||
| 653-3501 | THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE | 174.00 | GLF | ||
| 654-1001 | RAISED PVMT MARKERS TP 1 | 32.00 | EA | ||
| 656-0080 | REMOVE EXIST SOLID TRAF STRIPE, 8 IN, THERMOPLASTIC | 240.00 | LF | ||
| 668-1100 | CATCH BASIN, GP 1, 1033D | 2.00 | EA | ||
| 668-1100 | CATCH BASIN, GP 1, 1034D | 1.00 | EA | ||
| 668-1110 | CATCH BASIN, GP 1, ADDL DEPTH | 24.00 | LF | ||
| 668-2100 | DROP INLET, GP 1, 1019A | 3.00 | EA | ||
| 668-2100 | DROP INLET, GP 1, D-4 DITCH 36 X 36 | 5.00 | EA | ||
| 668-2110 | DROP INLET, GP 1, ADDL DEPTH | 37.00 | LF | ||
| 668-4300 | STORM SEWER MANHOLE, TP 1 | 2.00 | EA | ||
| 668-4312 | STORM SEWER MANHOLE, TP 1, ADDL DEPTH, CL 2 | 11.00 | LF | ||
| 668-7000 | DRIVEWAY GRATE INLET, SPECIAL DESIGN | 2.00 | EA | ||
| 670-1120 | WATER MAIN, 12 IN | 360.00 | LF | ||
| 670-1490 | CUT AND CAP EXISTING WATER MAIN | 2.00 | EA | ||
| 670-2002 | VALVE MARKER | 2.00 | EA | ||
| 670-2120 | GATE VALVE, 12 IN | 2.00 | EA | ||
| 670-4520 | CONCRETE THRUST COLLAR, 12 IN PIPE | 2.00 | EA | ||
| 700-6910 | PERMANENT GRASSING | 1.00 | AC | ||
| 700-7000 | AGRICULTURAL LIME | 6.00 | TN | ||
| 700-8000 | FERTILIZER MIXED GRADE | 2.00 | TN | ||
| 700-8100 | FERTILIZER NITROGEN CONTENT | 100.00 | LB | ||
| 700-9300 | SOD | 2,520.00 | SY | ||
| 716-2000 | EROSION CONTROL MATS, SLOPES | 2,400.00 | SY | ||
| 999-5200 | DETECTABLE WARNING SURFACE | 40.00 | SF | ||
| 999-9901 | TUNNEL LIGHTING, CONTRACTOR DESIGN & INSTALL | 1.00 | LS | ||
| 999-9902 | CONSTRUCTION ALLOWANCE | 1.00 | LS | $ 250,000.00 | $ 250,000.00 |
| TOTAL BASE BID STARR'S MILL SCHOOL TUNNEL |
&9Bidder:_________________________________
&8ITB #XXXX-X: REDWINE ROAD MULTI-USE PATH AND TUNNEL
File details come from the government source that posted it. Updated .