Pricing_ProposalITB23-0814(reference_only).pdf
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- Solicitation number
- 23-0814-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This document is a Pricing Proposal for the Invitation to Bid - Construction (ITB-C) #23-0814-ITB-C for the Roosevelt Creek Channel 5 Improvements project (PID 002123A) in Florida. The comprehensive bid schedule includes multiple categories of work: Roadway/Drainage, Cured in Place Pipelining, Planting by Contractor, Weir Structure, Manatee Grates, and Other Items. The project involves extensive environmental and infrastructure improvements, including survey work, mobilization, maintenance of traffic, erosion control, pipe lining, dewatering, concrete work, manatee exclusion devices, and various environmental plantings and maintenance activities.
The pricing proposal provides detailed line items with quantities, units, and placeholders for unit pricing across different project components. Notable quantities include 9,460 square yards of rolled erosion control products, 1,371 linear feet of floating turbidity barrier, 2,280 tons of fill material, and multiple pipe diameter installations ranging from 15" to 43"x68" elliptical pipes. The bid includes specialized environmental considerations such as littoral shelf plant installation, temporary wetland impact area plantings, Spartina alterniflora planting, and a 90-day environmental maintenance and monitoring period. An interesting feature is the "Unspecified Work" line item for 390,000 units at $1.00 each, which appears to provide flexibility for unforeseen project needs.
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Text version
Invitation to Bid - Construction (ITB-C) #23-0814-ITB-C Title: Roosevelt Creek Channel 5 Improvements; PID 002123A
9. Pricing Proposal
ROADWAY / DRAINAGE
Pay Item No. Description Quantity Unit Unit Price Amount
005-0700 SURVEY, Construction Layout 1 LS
005-0850 SURVEY, Permitting As-built
Requirements
1 LS
101-0100 MOBILIZATION 1 LS
102-1000 MAINTENANCE OF TRAFFIC 1 LS
102-5000 WATER FOR DUST CONTROL 30 THG
104-1 PREVENTION, CONTROL AND
ABATEMENT OF EROSION & WATER
POLLUTION
1 LS
104-9 ROLLED EROSION CONTROL
PRODUCTS (BIONET SC150BN OR
APPROVED EQUAL)
9,460 SY
104-16 TURBIDITY BARRIER, Floating 1,371 LF
104-17 TURBIDITY BARRIER, Staked 2,716 LF
104-20 SOIL TRACKING PREVENTION DEVICE 1 EA
110-0100 CLEARING & GRUBBING 1 LS
120-1100 GRADING 1 LS
120-1140 FILL MATERIAL 2,280 TN
204-1001 CRUSHED CONCRETE MATERIAL, West
Berm
25 CY
204-1092 ROADWAY BASE, Crushed
Concrete/Graded Aggregate, Min. LBR
100, 12" Min. Thickness for under the weir and Manatee Exclusion Grate
2,010 SY
400-4-2 CONCRETE CLASS IV, Endwalls 35 CY
Pay Item No. Description Quantity Unit Unit Price Amount
430-175-236 36-IN REINFORCED CONCRETE PIPE
(RCP) - To Replace Damaged CMP at
STA 38+50
32 LF
530-2200 RIPRAP, Rubble, w/Filter Fabric 309 TN
575-0103 SODDING, Bahia 9,800 SY
575-0106 SODDING, Bahia, (Staked) 2,794 SY
820-0020 UNANTICIPATED ARCHAEOLOGICAL
AND HUMAN REMAINS DISCOVERIES
1 EA
820-0021 PVC VINYL SNOW FENCE 4ft. Height, (Orange) F&I with Posts for protection of the unanticipated archaeological and human remains discoveries
1,200 LF
900-0100 SIGN, PROJECT IDENTIFICATION, Erect
& Maintain
1 LS
900-4000 Coordination with Plant Contractor 1 LS
900-0010 ACTIVE EAGLE NEST REQUIRMENTS 1 LS
900-1064 COFFERDAM FOR HEADWALLS AND
PIPE LINING
1 LS
900-3001 MANATEE SIGNS 1 LS
TOTAL
CURED IN PLACE PIPELINING
PL0-100-
BY PASS PUMPING SET UP AND
OPERATION,15"-21" diameter
1 LS
PL0-100-
BY PASS PUMPING SET UP AND
OPERATION, 24"-30" diameter
1 LS
PL0-100-
BY PASS PUMPING SET UP AND
OPERATION, 36"-42" diameter
1 LS
PL0-100-
BY PASS PUMPING SET UP AND
OPERATION, 43"x68" diameter
1 LS
PL1-200-
Pipe Cleaning (15" or less), variable depth of sediment
318 LF
PL1-200-
Pipe Cleaning (> 15" - 21"), variable depth of sediment
190 LF
PL1-200-
Pipe Cleaning (> 21"- 42"), variable depth of sediment
769 LF
PL1-200-
Pipe Cleaning Elliptical pipe (43" x
68"), variable depth of sediment
46 LF
PL1-300-
Televised Inspections - 21" Diameter and Less
508 LF
PL1-300-
Televised Inspections - Greater than
21" Diameter
815 LF
PL2-100-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 15" Pipe Diameter
CIPP (9 mm)
318 LF
PL2-101-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 15" Pipe Diameter
- Add/deduct per 1 mm increment variance
367 LF
PL2-100-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 18" Pipe Diameter
CIPP (9 mm)
190 LF
PL2-101-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 18" Pipe Diameter
- Add/deduct per 1 mm increment variance
380 LF
PL2-100-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 24" Pipe Diameter
CIPP (10.5 mm)
424 LF
PL2-101-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 24" Pipe Diameter
- Add/deduct per 1 mm increment variance
424 LF
PL2-100-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 30" Pipe Diameter
CIPP (13.5 mm)
199 LF
PL2-101-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 30" Pipe Diameter
- Add/deduct per 1 mm increment variance
597 LF
PL2-100-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 36" Pipe Diameter
CIPP (13.5 mm)
146 LF
PL2-101-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 36" Pipe Diameter
- Add/deduct per 1 mm increment variance
1,022 LF
PL2-100-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 43"x68” Elliptical
Pipe Diameter CIPP (18 mm)
46 LF
PL2-101-
FURNISH AND INSTALL CURED IN
PLACE PIPE LINING, 43"x68” Pipe
Diameter - Add/deduct per 1 mm increment variance
368 LF
PL3-100-
Curing Water Removal 36 THG
PLANTING BY CONTRACTOR
EP1-100-
LITTORAL SHELF PLANTS (INCLUDES
LITTORAL SHELF PLANTS AND
CLEARING AND GRUBBING PRIOR TO
PLANTING)
1 LS
EP1-100-
PLANTS IN TEMPORARY WETLAND
IMPACT AREA DOWNSTREAM WEIR
1 LS
EP1-100-
SPARTINA ALTERNIFLORA (IN TIDAL
RANGE FROM 0.00 FT TO 1.24 FT IN
LIMITS OF BANK STABILIZATION)
1 LS
EP1-100-
ESTABLISHMENT PERIOD (MOWING,
LITTER REMOVAL & DISPOSAL,
HERBICIDE/PESTICIDE, FERTILIZER,
WEEDING, PRUNING, MULCH, TREE
STAKING & PLANT REPLACEMENT)
1 LS
EP1-100-
WATER FOR PLANT ESTABLISHMENT 1 LS
EP1-100-
90 DAY ENVIRONMENTAL
MAINTENANCE AND MONITORING
WEIR STRUCTURE
120-0811 Dewatering/Pumping (Water
Treatment prior to Discharge)
1 LS
120-1141 FILL MATERIAL for Wier 1,250 TN
120-1221 EXCAVATION, Unsuitable Material under existing weir, including Disposal for ACB Mat
1,175 CY
400-2-8 CONCRETE CLASS II (REINFORCED) -
TO ANCHOR ACB MAT EDGES
65 CY
524-3550 ARTICULATED CONCRETE BLOCK
REVETMENT 6"/Fabric
1,189 SY
900-1062 STEEL COFFER DAM 250'x6'x2' FOR
ACB MAT PLACEMENT, DEWATERING
FOR ACB MAT INSTALLATION,
including pumping & water treatment
1 LS
900-2000 MAINTENANCE OF CHANNEL FLOW
FOR WEIR STRUCTURE
MANATEE GRATES
120-0812 Dewatering/Pumping (Water
Treatment prior to Discharge)
1 LS
400-2-15 Class II Concrete for Manatee Grate 50 CY
425-9221-
MANATEE EXCLUSION DEVICE, 18"
Pipe Diameter
1 EA
425-9221-
MANATEE EXCLUSION DEVICE, 24"
Pipe Diameter
5 EA
425-9221-
MANATEE EXCLUSION DEVICE, 30"
Pipe Diameter
1 EA
425-9221-
MANATEE EXCLUSION DEVICE, 36"
Pipe Diameter
4 EA
425-9221-
MANATEE EXCLUSION DEVICE,
43"x68" Elliptical Pipe Diameter
1 EA
550-005 MANATEE GRATE 1 LS
900-1063 STEEL COFFER DAM FOR MANATEE
GRATE AT STA 11+80
1 LS
900-2001 MAINTENANCE OF CHANNEL FLOW
FOR MANATEE GRATE AT STA 11+80
(ALLOWANCE)
OTHER ITEMS
999-0000 UNSPECIFIED WORK 390,000 EA $1.00
File details come from the government source that posted it. Updated .