2024-03-14_S0989.1_Bid_Tab_(Phase_I).xlsx
XLSX spreadsheet 48 KB Posted
- Attached to
- Lake Monroe Trail Loop - Phase 1
- Solicitation number
- CC-4508-24
- Issued by
- Seminole County, Florida
About this file
The document is a bid tabulation (bid tab) spreadsheet for the Seminole County Lake Monroe Loop Trail - Phase I project, prepared by CPH Engineering with a Financial Project ID of 444628-1-58-01 & 444628-2-62-01. The project involves constructing an 8-foot wide concrete trail along Mellonville Avenue from E. Seminole Boulevard to Celery Avenue and a 12-foot wide concrete trail along Celery Avenue from Elliot Street to 343 feet east of Sipes Avenue. The contract requires substantial completion within 255 calendar days from the Notice to Proceed and final completion 30 calendar days after substantial completion. The project includes multiple pay items such as mobilization, maintenance of traffic, sediment barrier installation, clearing and grubbing, excavation, and embankment work.
The bid tab includes detailed cost estimates for various construction elements, with multiple bidders represented by different percentage allocations and unit prices. Key pay items range from portable changeable message signs to inlet protection systems, with quantities specified for each element. The total project involves approximately 3.7 acres of clearing and grubbing, 9,727 linear feet of sediment barrier, and 2,194 cubic yards of regular excavation. Bidders must be fully licensed and certified for the work in the State of Florida, with the engineering estimate providing a comprehensive breakdown of anticipated construction costs across multiple line items and categories.
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Other files
| File | Type | Posted |
|---|---|---|
| 2024-03-14_S0989.1_Bid_Tab_(Phase_I).xlsx | XLSX spreadsheet | |
| Bid_Plans_2024-05-09_S0989.1_LMTL_(S&S).pdf | ||
| Bid_Plans_2024-05-09_S0989.1_LMTL_(S&S).pdf | ||
| CC-4508-24_pk.pdf | ||
| CC-4508-24_pka.pdf | ||
| CC-4508-24_pk.pdf | ||
| CC-4508-24_pka.pdf |
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Text version
Summary of Pay Items
| Seminole County - Lake Monroe Loop Trail - Phase I |
| ENGINEERS OPINION OF PROBABLE COST |
| CPH Job No. S0989 - Construction Estimate For 100% Plans |
| FINANCIAL PROJECT ID: 444628-1-58-01 & 444628-2-62-01 - FPN: D522 084 B |
| MULTI-USE PATH | $0.00 | Close Comparative Pay Item Cost Reflected | ||||
| P.I. LINE NO. | FDOT PAY ITEM NO. | PAY ITEM DESCRIPTION | UNIT | QUANTITY |
| PLAN | FINAL | T5801 | T5814 | T5806 | ||||||||||
| 1 | 101 | 1 | MOBILIZATION (MATERIAL AND WORKMANSHIP BOND)(NFAP) | LS | 1 | 11.9% | 13.2% | 7.6% | ||||||
| 2 | 101 | 1 | MOBILIZATION (EXCLUDING MATERIAL AND WORKMANSHIP BOND) | LS | 1 | 11.9% | 13.2% | 7.6% | ||||||
| 3 | 102 | 1 | MAINTENANCE OF TRAFFIC | LS | 1 | 2.2% | 6.5% | 4.9% | ||||||
| 4 | 102 | 99 | PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY | ED | 150 | 0102 | 99 | 0102 99 | $10.00 | $10.00 | $10.50 | |||
| 5 | 104 | 10 | 3 | SEDIMENT BARRIER | LF | 9,727 | 0104 | 10 | 3 | 0104 10 3 | $1.50 | $24.65 | $10.25 | |
| 6 | 104 | 11 | FLOATING TURBIDITY BARRIER | LF | 100 | 0104 | 11 | 0104 11 | $5.00 | |||||
| 7 | 104 | 18 | INLET PROTECTION SYSTEM | EA | 25 | 0104 | 18 | 0104 18 | $125.00 | $168.96 | $175.00 | |||
| 8 | 110 | 1 | 1 | CLEARING & GRUBBING | AC | 3.7 | 0110 | 1 | 1 | 0110 1 1 | $3,453.00 | $71,724.00 | ||
| 9 | 110 | 4 | 10 | REMOVAL OF EXISTING CONCRETE | SY | 5,316 | 0110 | 4 | 10 | 0110 4 10 | $37.50 | $76.36 | $40.10 | |
| 10 | 110 | 7 | 1 | MAILBOX, F&I SINGLE | EA | 7 | 0110 | 7 | 1 | 0110 7 1 | ||||
| 11 | 120 | 1 | REGULAR EXCAVATION | CY | 2,194 | 0120 | 1 | 0120 1 | $50.00 | $439.77 | ||||
| 12 | 120 | 6 | EMBANKMENT | CY | 815 | 0120 | 6 | 0120 6 | $40.00 | $950.39 | ||||
| 13 | 160 | 4 | TYPE B STABILIZATION | SY | 1,100 | 0160 | 4 | 0160 4 | $18.50 | $41.45 | ||||
| 14 | 425 | 1 | 421 | INLETS, CURB, TYPE J-2, <10' | EA | 1 | 0425 | 1 | 421 | 0425 1 421 | ||||
| 15 | 425 | 1 | 521 | INLETS, DT BOT, TYPE C,<10' | EA | 2 | 0425 | 1 | 521 | 0425 1 521 | ||||
| 16 | 425 | 1 | 523 | INLETS, DT BOT, TYPE C, J-BOT, <10' | EA | 2 | 0425 | 1 | 523 | 0425 1 523 | ||||
| 17 | 425 | 1 | 525 | INLETS, DT BOT, TYPE C, PARTIAL | EA | 1 | 0425 | 1 | 525 | 0425 1 525 | ||||
| 18 | 425 | 2 | 71 | MANHOLES, J-7, <10' | EA | 1 | 0425 | 2 | 71 | 0425 2 71 | $16,500.00 | |||
| 19 | 425 | 2 | 91 | MANHOLES, J-8, <10' | EA | 2 | 0425 | 2 | 91 | 0425 2 91 | ||||
| 20 | 425 | 5 | 1 | MANHOLE, ADJUST, UTILITIES | EA | 6 | 0425 | 5 | 1 | 0425 5 1 | ||||
| 21 | 430 | 174 | 115 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15"SD | LF | 16 | 0430 | 174 | 115 | 0430174 115 | ||||
| 22 | 430 | 174 | 118 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"SD | LF | 246 | 0430 | 174 | 118 | 0430174 118 | $210.00 | |||
| 23 | 430 | 174 | 124 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24"SD | LF | 29 | 0430 | 174 | 124 | 0430174 124 | $265.00 | |||
| 24 | 430 | 174 | 130 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30"SD | LF | 26 | 0430 | 174 | 130 | 0430174 130 | $306.00 | |||
| 25 | 430 | 175 | 215 | PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELLIP/ARCH, 15"CD | LF | 100 | 0430 | 175 | 215 | 0430175 215 | $210.00 | |||
| 26 | 430 | 175 | 230 | PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELLIP/ARCH, 30"SD | LF | 51 | 0430 | 175 | 230 | 0430175 230 | ||||
| 27 | 430 | 524 | 100 | STRAIGHT CONCRETE ENDWALLS, 24", SINGLE, 0 DEGREES, ROUND | EA | 1 | 0430 | 524 | 100 | 0430524 100 | ||||
| 28 | 430 | 530 | 100 | STRAIGHT CONCRETE ENDWALLS, 30", SINGLE, 0 DEGREES, ROUND | EA | 1 | 0430 | 530 | 100 | 0430530 100 | ||||
| 29 | 430 | 530 | 202 | STRAIGHT CONCRETE ENDWALLS, 30" EQUIV., DOUBLE, 0 DEGREES, ELLIPTICAL | EA | 1 | 0430 | 530 | 202 | 0430530 202 | ||||
| 30 | 515 | 1 | 2 | PIPE HANDRAIL - GUIDERAIL, ALUMINUM, 42" | LF | 189 | 0515 | 1 | 2 | 0515 1 2 | ||||
| 31 | 520 | 1 | 10 | CONCRETE CURB & GUTTER, TYPE F | LF | 2,696 | 0520 | 1 | 10 | 0520 1 10 | $49.50 | $58.60 | $46.00 | |
| 32 | 520 | 2 | 2 | CONCRETE CURB, TYPE B | LF | 1,078 | 0520 | 2 | 2 | 0520 2 2 | $45.00 | $57.77 | ||
| 33 | 520 | 3 | VALLEY GUTTER- CONCRETE | LF | 60 | 0520 | 3 | 0520 3 | ||||||
| 34 | 522 | 1 | CONCRETE, SIDEWALK AND TRAIL, 4" THICK | SY | 11,887 | 0522 | 1 | 0522 1 | $45.00 | $98.00 | ||||
| 35 | 522 | 1 | 1 | CONCRETE SIDEWALK & DRIVEWAYS, 4" THICK, FULL DEPTH RED DYE, STAMPED BRICK PATTERN | SY | 271 | 0522 | 1 | 1 | 0522 1 1 | ||||
| 36 | 522 | 2 | CONCRETE SIDEWALK & DRIVEWAYS, 6" THICK | SY | 3,792 | 0522 | 2 | 0522 2 | $65.00 | $141.90 | $127.00 | |||
| 37 | 522 | 5 | CONCRETE, 8"-12" THICK, REINFORCED (RAISED CROSSWALKS) | SY | 251 | 0522 | 5 | 0522 5 | ||||||
| 38 | 527 | 2 | DETECTABLE WARNINGS | SF | 724 | 0527 | 2 | 0527 2 | $35.00 | $33.33 | $52.00 | |||
| 39 | 530 | 74 | BEDDING STONE (VARIABLE THICKNESS, NO. 57 STONE) | TN | 22.6 | 0530 | 74 | 0530 74 | ||||||
| 40 | 570 | 1 | 2 | PERFORMANCE TURF, SOD | SY | 6,090 | 0570 | 1 | 2 | 0570 1 2 | $4.00 | $26.78 | $20.50 | |
| 41 | 635 | 2 | 30 | PULL & SPLICE BOX, INSTALL | EA | 10 | 0635 | 2 | 30 | 0635 2 30 | ||||
| 42 | 700 | 1 | 11 | SINGLE POST SIGN, F&I, GM, <12 SF | AS | 39 | 0700 | 1 | 11 | 0700 1 11 | $418.35 | $415.58 | $516.00 | |
| 43 | 700 | 1 | 50 | SINGLE POST SIGN, RELOCATE | AS | 27 | 0700 | 1 | $274.02 | $285.47 | $172.00 | |||
| 44 | 700 | 1 | 60 | SINGLE POST SIGN, REMOVE | AS | 2 | 0700 | 1 | 60 | 0700 1 60 | $31.54 | $45.54 | $34.50 | |
| 45 | 706 | 1 | 3 | RAISED PAVEMENT MARKERS | EA | 64 | 0706 | 1 | 3 | 0706 1 3 | $5.00 | $3.75 | $5.20 | |
| 46 | 710 | 90 | PAINTED PAVEMENT MARKINGS FINAL SURFACE | LS | 1 | 0710 | 90 | 0710 90 | - | - | ||||
| 710 | 11 | 170 | PAINTED PAVEMENT MARKINGS, STD, WHITE, ARROWS | EA | 24 | 0710 | 11 | 170 | 0710 11 170 | $50.00 | $26.00 | |||
| 710 | 11 | 200 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 4" | GM | 0.890 | 0710 | 11 | 200 | 0710 11 200 | $1,000.00 | $1,050.00 | |||
| 710 | 11 | 224 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID FOR DIAGONAL OR CHEVRON, 18" | LF | 90 | 0710 | 11 | 224 | 0710 11 224 | $1.20 | ||||
| 47 | 711 | 11 | 123 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT | LF | 365 | 0711 | 11 | 123 | 0711 11 123 | $3.50 | $2.99 | $4.65 | |
| 48 | 711 | 11 | 125 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK | LF | 156 | 0711 | 11 | 125 | 0711 11 125 | $4.50 | $5.98 | $6.90 | |
| 49 | 711 | 11 | 170 | THERMOPLASTIC, STANDARD, WHITE, ARROW | EA | 2 | 0711 | 11 | 170 | 0711 11 170 | $85.00 | $69.00 | ||
| 50 | 711 | 11 | 224 | THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON | LF | 10 | 0711 | 11 | 224 | 0711 11 224 | $4.50 | $5.80 | ||
| 51 | 711 | 14 | 123 | THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT | LF | 1,937 | 0711 | 14 | 123 | 0711 14 123 | ||||
| 52 | 711 | 14 | 125 | THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK | LF | 36 | 0711 | 14 | 125 | 0711 14 125 | $13.00 | $16.20 | ||
| 53 | 711 | 15 | 101 | THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES WHITE, SOLID, 6" | GM | 0.143 | 0711 | 15 | 101 | 0711 15 101 | $5,700.00 | |||
| 54 | 711 | 15 | 201 | THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, YELLOW, SOLID, 6" | GM | 0.145 | 0711 | 15 | 201 | 0711 15 201 | $5,700.00 | |||
| 55 | 1080 | 21 | 106 | UTILITY FIXTURE, VALVE/METER BOX, FURNISH & INSTALL, 6" | EA | 14 | 1080 | 21 | 106 | 1080 21 106 | ||||
| 56 | 1080 | 21 | 500 | UTILITY FIXTURE, VALVE/METER BOX, ADJUST | EA | 33 | 1080 | 21 | 500 | 1080 21 500 | $1,000.00 |
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