LaGrangeThread Phase 10_George Harris Complex.xlsx
XLSX spreadsheet 21 KB Posted
- Attached to
- Thread Phase 10- George Harris to S. Davis
- Solicitation number
- PE-74150-NONST-2024-000000014
- Issued by
- Troup County, Georgia
About this file
This document appears to be a bid form proposal for LaGrange Thread Phase 10 - Georgia Harris Complex to South Davis Road, a state and local contract opportunity in Georgia. The proposal includes several sections covering roadway/trail, signage and pavement markings, structural slabs/bridges, tree protection, and erosion control/storm drainage. Key items include 8,000 SY of 5-inch concrete trail, 1,700 SY of 8-inch heavy-duty concrete trail and driveway aprons, 500 SY of compacted gravel drive, and 2,500 LF of barrier tree fence. The proposal also includes concrete structural slabs, bridge abutments and footings, and helical piers. The project requires erosion control measures such as filter media socks, check dams, and storm drain infrastructure. An allowance of $100,000 is included for miscellaneous construction.
The bid form does not provide pricing details, but it does include unit prices for helical pier installation. There are no indications of set-asides, incumbents, or funding sources. The proposal appears to be for a construction project, but the duration and any renewal options are not specified.
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Other files
| File | Type | Posted |
|---|---|---|
| THREAD PHASE 10 BID PACK.pdf | ||
| THREAD PHASE 10 PLANS.pdf | ||
| THREAD PHASE 10 SOQ.pdf |
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Text version
Sheet1
LaGRANGE THREAD PHASE 10 - GEORGIA HARRIS COMPLEX TO SOUTH DAVIS ROAD - BID FORM PROPOSAL
| Section A: Roadway / Trail | |||||
| Item Number | Quantity | Units | Item Description | Unit Price | Cost |
| 140-1000 | 1 | LS | MOBILIZATION | ||
| 150-1000 | 1 | LS | TRAFFIC CONTROL | ||
| 210-0100 | 1 | LS | GRADING COMPLETE (INCLUDING DEMOLITION, STORM SEWER REMOVAL, TREE PRUNING & TREE REMOVAL) | ||
| 310-5040 | 1,700 | SY | GR AGGR SUBBASE CRS, 4 IN, INCL MATL | ||
| 500 | SY | COMPACTED GRAVEL DRIVE, 34 STONE, 6 IN, INCL MATL | |||
| 600 | SY | REFRESH GRAVEL AT DRIVEWAY CROSSING, MATCH EXISTING MATL |
(N/F MEEK LIECHTY, LLC, SEE PLAN), INCL MATL
| 441-0105 | 8,000 | SY | CONCRETE TRAIL, CL 3000 PSI, 5 IN, 10-12 FT, INCL ADA RAMPS, BENCH PADS, POCKET PARKS (Labor,form,finish only) Concrete funished by City | ||
| 441-0108 | 1,700 | SY | HEAVY DUTY CONCRETE TRAIL & DRIVEWAY APRONS, CL 3500 PSI, 8 IN, 10-12 FT, INCL ADA RAMPS (Labor,form,finish only) Concrete funished by City | ||
| 444-1000 | 6,300 | LF | SAWED JOINTS IN EXISTING PAVEMENTS, (Space btw joint to equal trail width) | ||
| 643-8200 | 2,500 | LF | BARRIER TREE FENCE (ORANGE), 4' HT | ||
| 643-8400 | 300 | LF | 2 PANEL WOOD FENCE (INC. POST AND RAILS) | ||
| 999-5200 | 100 | SF | 4"X8" DETECTABLE ADA PAVERS (RED) | ||
| 900-0526 | 8 | EA | FIXED STEEL BOLLARDS (9/CD-01), INSTALLED QUANTITY & LOCATIONS TO BE DETERMINED BY CITY DURING CONSTRUCTION | ||
| 900-0527 | 10 | EA | STEEL REMOVABLE BOLLARDS (8/CD-01) INSTALLED QUANTITY & LOCATIONS TO BE DETERMINED BY CITY DURING CONSTRUCTION | ||
| 1 | LS | RELOCATE EXISTING ROADWAY SIGN | |||
| 611-8120 | EA | ADJUST UTILITY TO GRADE/RELOCATE UTILITY | |||
| (WATER, GAS, ELECTRIC, ETC.) | not in contract- city responsibility | ||||
| EA | ADJUST/RELOCATE EXISTING AMENITIES (MAIL BOXES, SIGNS ETC.) | not in contract- city responsibility | |||
| 754-1050 | EA | BENCH | not in contract- city responsibility | ||
| 754-4000 | EA | WASTE RECEPTACLE UNIT | not in contract- city responsibility | ||
| Section A Sub Total |
| Section B: Signage and Pavement Markings | ||||
| 652-6501 | 6,300 | LF | PAINTED SKIP STRIPING (YELLOW) (TRAIL CL) , 4 IN, STRIPE LENGTH AND GAP TO EQUAL TRAIL WIDTH, INCL DIAMOND MARKING AT REMOVABLE BOLLARDS PER DETAIL 3/CD-02 | |
| 636-1042 | SF | THREAD TRAIL SQUARE MATL 0.125 ALUM, DIRECT PRINT | not in contract- city responsibility | |
| 636-1043 | LF | THREAD TRAIL SQUARE 3"X3" POST | not in contract- city responsibility | |
| Section B Sub Total |
| Section C: Structural Slabs/Bridges | |||||
| Item Number | Quantity | Units | Item Description | Unit Price | Cost |
| 445-1003 | 4 | EA | 10' X 12' CONC. STRUCTURAL SLAB, INCL REINF (SHEET S-3.0) | ||
| 500-3800 | 76 | CY | BRIDGE ABUTMENTS, WING WALLS, & FOOTINGS (APPROXIMATE STATION 1+85 TO 2+75 DETAILS 2/S-1.1 & 4/S1.1) | ||
| 48 | CY | BRIDGE ABUTMENTS, WING WALLS, & FOOTINGS (APPROXIMATE STATION 12+30 TO 12+95 DETAILS 2/S-2.1, 4/S2.1) | |||
| 534-1000 | 2 | EA | BUILT IN PLACE BRIDGE WITH CONCRETE DECK, APPROX 10TONS OF STEEL, 500SF METAL DECK, 9.5CY REINF CONCRETE PER BRIDGE | ||
| 515-1000 | 16 | EA | HELICAL PIERS - (ASSUME 35' DEPTH PER PIER) | ||
| 515-1000 | 520 | LF | METAL HANDRAIL, SPCL DESIGN (POST & CABLE) (PER DETAIL 4/CD-02 & STRUCTURAL DETAILS ON SHEET S-0.1), ON BRIDGES & STRUCTURAL SLABS | ||
| Section C Sub Total |
| Section D: Tree Protection | |||||
| Item Number | Quantity | Units | Item Description | Unit Price | Cost |
| 222-1002 | 600 | SY | #57 STONE (WASHED), 6 IN, (ROOT BRIDGING AREAS) | ||
| 603-7000 | 600 | SY | FILTER FABRIC (ROOT BRIDGING AREAS) | ||
| Section D Sub Total |
| Section E: Erosion Control / Storm Drainage | |||||
| Item Number | Quantity | Units | Item Description | Unit Price | Cost |
| 163-0301 | 2 | EA | CONSTRUCT AND REMOVE CONSTRUCTION EXITS | ||
| 1 | LS | TEMPORARY REFUELING AREA | |||
| 1 | LS | TEMPORARY CONC. WASHDOWN | |||
| 55 | EA | CONSTRUCT, MAINTAIN, & REMOVE 12" FILTER MEDIA SOCK CHECK DAMS | |||
| 163-0527 | 15 | EA | CONSTRUCT AND REMOVE RIP RAP CHECK DAMS, STONE PLAIN RIP RAP | ||
| 12500 | LF | CONSTRUCT, MAINTAIN, & REMOVE TEMPORARY SEDIMENT BARRIER, TYPE S (SILT FENCE OR FILTER MEDIA SOCK) | |||
| 15 | EA | CONSTRUCT, MAINTAIN, & REMOVE TEMPORARY SEDIMENT BARRIER J-HOOKS | |||
| 163-0550A | 4 | EA | CONSTRUCT AND REMOVE INLET SEDIMENT TRAP, TYPE F | ||
| 165-0105 | 1 | LS | MAINTENANCE OF INLET SEDIMENT TRAP | ||
| 165-0101 | 1 | LS | MAINT OF CONSTRUCTION EXIT | ||
| 167-1000 | 2 | EA | WATER QUALITY MONITORING AND SAMPLING | ||
| 167-1500 | 1 | LS | EROSION CONTROL INSPECTIONS, WEEKLY AND MONTHLY | ||
| 668-2100A | 2 | EA | DROP INLET, GP 1, INCL MANHOLE & TOP |
(PEDESTAL TOP PER DETAIL 2/CD-05)
668-2100B 1 EA DROP INLET, GP 1, INCL MANHOLE, FRAME & GRATE
(GDOT 1019A TYPE C D.I.)
668-2100C 2 EA DROP INLET, GP 1, INCL MANHOLE, FRAME & GRATE
(EJ 1130Z FRAME & 1130 O2 GRATE OR APPROVED EQUAL PER DETAILS 3/CD-05 AND 4/CD-05)
| 668-4300 | 2 | EA | STORM SEWER MANHOLE, TP 1, INCL MANHOLE, RING & COVER |
| 668-4311 | 1 | LF | STORM SEWER MANHOLE, TP 1, ADDL DEPTH, CL1 |
| 1 | EA | TIE EXISTING 18" CMP TO PROPOSED STRUCTURE | |
| 1 | EA | TIE EXISTING 24" RCP TO PROPOSED STRUCTURE | |
| 2 | EA | 18" FLARED END SECTION PER GDOT STD. 1120 (FOR ACMP PIPE ONLY) | |
| 4 | EA | 18" FLARED END SECTION PER DETAIL 1/CD-05 (FOR HDPE PIPE ONLY) | |
| 2 | EA | 42" FLARED END SECTION, DUROMAXX OR APPROVED EQUAL | |
| 550-1180A | 60 | LF | STORM DRAIN PIPE, 18 IN, ACMP, H 1-10 |
| 550-1180B | 280 | LF | STORM DRAIN PIPE, 18 IN, HDPE, H 1-10 |
| 550-1240A | 120 | LF | STORM DRAIN PIPE, 24 IN, HDPE, H 1-10 |
| 550-1240B | 40 | LF | STORM DRAIN PIPE, 42 IN, DUROMAXX STEEL REINF. POLYETHYLENE OR APPROVED EQUAL |
| 222-2001 | 75 | TON | AGGREGATE DRAINAGE COURSE, TP 1 |
| 50 | TON | COARSE AGGREGATE/SURGE STONE, AS REQUIRED BY SITE CONDITIONS & PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS | |
| 603-1012A | 225 | SY | ROCK RIPRAP, GADOT TYPE 3 EQUIVALENT RIVER ROCK (12" THICK) |
| 603-2997 | 225 | SY | FILTER BLANKET |
| 700-6910 | 5 | AC | PERMANENT GRASSING |
| 700-8000 | 5 | AC | FERTILIZER MIX GRADE |
| 716-2000 | 10500 | SY | EROSION CONTROL MATS, SLOPES |
| Section E Sub Total |
| Section F: Allowances | |||||
| Item Number | Quantity | Units | Item Description | Unit Price | Cost |
| 700-9900 | ALLOW | LANDSCAPE (TREES, PLANTS, +1 YR MAINT) | not in contract- city responsibility | ||
| 999-1000 | 1 | ALLOW | MISCELLANEOUS CONSTRUCTION | $100,000.00 | $100,000.00 |
| Section F Sub Total | $100,000.00 |
| Section A Sub Total | $0.00 | |
| Section B Sub Total | $0.00 | |
| Section C Sub Total | $0.00 | |
| Section D Sub Total | $0.00 | |
| Section E Sub Total | $0.00 | |
| Section F Sub Total | $100,000.00 | |
| TOTAL ESTIMATED CONSTRUCTION COST |
UNIT PRICES FOR HELICAL PIER INSTALLATION
(TO BE USED TO ADJUST HELICAL PIER PRICING BASED ON INSTALLED DEPTHS OF PIERS)
| Item Number | Quantity | Units | Item Description | Unit Price | Cost |
| LF | Unit Price for Additional Helical Pier Depth (Per Pier) | ||||
| LF | Unit Price for Reduced Helical Pier Depth (Per Pier) |
| LS | LUMP SUM |
| SY | SQUARE YARD |
| CY | CUBIC YARD |
| LF | LINEAR FOOT |
| EA | EACH |
| ALLOW | ALLOWANCE |
| SF | SQUARE FOOT |
| GLF | GALLON PER LINEAR FOOT |
| GAL | GALLON |
| TN | TON |
| AC | ACRE |
| LB | POUND |
Sheet2
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