Pricing_Proposal-0811(reference_only).pdf
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- Attached to
- MAINTENANCE AND MINOR REPAIRS OF FIXED CONCRETE BRIDGE STRUCTURES, PEDESTRIAN BRIDGES, AND BOX CULVERTS
- Solicitation number
- 23-0811-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This Invitation to Bid - Construction (ITB-C) #23-0811-ITB-C is issued by the Pinellas County Public Works Transportation Department, Roadway and Maintenance Division for maintenance and minor repairs of fixed concrete bridge structures, pedestrian bridges, and box culverts. The contract is for a twenty-four (24) month period, with comprehensive pricing proposals covering a wide range of construction and maintenance activities. The bid includes detailed line items for traffic maintenance, erosion control, excavation, concrete work, steel reinforcement, expansion joint repairs, surface treatments, and miscellaneous infrastructure improvements. The contract aims to support the county's internal maintenance efforts for approximately 151 fixed bridges throughout unincorporated Pinellas County.
The pricing proposal includes site-specific costs with a reserved budget of $80,000 ($40,000 per year) for clearing, grubbing, and dewatering services, which will be negotiated on a per-event basis and require prior county approval. Additionally, the contract includes an unspecified materials provision allowing for up to 10% of the total awarded contract value to cover services not explicitly detailed in the original bid specifications. These unspecified items must also receive prior written approval from the County Project Manager and are not guaranteed to be used. The comprehensive pricing structure provides flexibility for the county to address various maintenance and repair needs across its bridge infrastructure while maintaining control over additional expenditures.
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Invitation to Bid - Construction (ITB-C) #23-0811-ITB-C Title: MAINTENANCE AND MINOR REPAIRS OF FIXED CONCRETE BRIDGE STRUCTURES, PEDESTRIAN BRIDGES, AND
BOX CULVERTS
9. PRICING PROPOSAL
PRICING SUMMARY
Bidders shall provide pricing inclusive of but not limited to: mobilization, labor, supervision, quality control, new materials, equipment, tools, vehicles, supplies, testing, demobilization, overhead, supervision, transportation, fuel, site cleanup, equipment or services required for each Bid Pay Item.
FDOT Line
Item Description Twenty Four
(24) Month
Quantity
Unit of
Measure Unit Cost Total
102-1000-
MAINTENANCE OF TRAFFIC, (Local
Roadways), (Per Work Order) 30 Each
102-1000-
MAINTENANCE OF TRAFFIC,
(Arterial/Collector Roadways), (Per
Work Order)
30 Each
ARTIFICIAL COVERINGS / ROLLED EROSION CONTROL PRODUCTS
104-10-3 SEDIMENT BARRIER (SILT FENCE TYPE
III)
200 LF
104-11 FLOATING TURBIDITY BARRIER 133 LF
104-12 STAKED TURBIDITY BARRIER - NYLON
REINFORCED PVC
133 LF
120-1 REGULAR EXCAVATION 167 CY
120-2-2 BORROW EXCAVATION (TRUCK
MEASURE)
167 CY
120-5 CHANNEL EXCAVATION* 267 CY
120-6 EMBANKMENT 167 CY
121-70 FLOWABLE FILL 20 CY
285-711 OPTIONAL BASE (BASE GROUP 11)
(LIMEROCK LBR 100) (12")
67 SY
334-1-13 SUPERPAVE ASPHALTIC CONCRETE
(TRAFFIC C) (9.5)
20 TN
FDOT Line
Item Description Twenty Four
(24) Month
Quantity
Unit of
Measure Unit Cost Total
400-2-4 CONC CLASS II (SUPERSTRUCTURE) 17 CY
400-2-5 CONC CLASS II (SUBSTRUCTURE) 17 CY
400-2-10 CONC CLASS II (APPROACH SLABS) 20 CY
400-2-11 CONC CLASS II (RETAINING WALLS) 17 CY
400-4-4 CONC CLASS IV (SUPERSTRUCTURE) 17 CY
400-4-5 CONC CLASS IV (SUBSTRUCTURE) 17 CY
400-4-11 CONC CLASS IV (RETAINING WALLS) 17 CY
400-7 BRIDGE DECK GROOVING, DECK
THICKNESS LESS THAN 8.5"
67 SY
400-143 CLEANING & COATING CONCRETE
SURFACES, CLASS 5
66,660 SF
400-145 CLEANING CONCRETE SURFACE
(ABOVE WATER)
33,330 SF
400-153 NON SHRINK GROUT
(F&I)(MISCELLANEOUS-STRUCTURES
REHAB)
20 CF
401-70-3 SPALLED AREAS RESTORE (LATEX
MODIFIED MORTAR)(ACRYLIC)
67 CF
401-70-4 SPALLED AREAS RESTORE (PORTLAND
CEMENT GROUT)
53 CF
411-1 EPOXY MATERIAL FOR CRACK
INJECTION - STRUCTURES REHAB
33 GA
411-2 CRACKS INJECT AND SEAL -
STRUCTURES REHAB
667 LF
413-149 PENETRANT SEALER 3,333 GA
413-151 METHACRYLATE MONOMER 67 GA
Description Twenty Four
(24) Month
Quantity
Unit of
Measure Unit Cost Total
413-154 CLEANING & SEALING CONCRETE
SURFACES - PENETRANT SEALER OR
METHACRYLATES
16,665 SF
415-1-3 REINF STEEL (RETAINING WALL) 667 LB
415-1-4 REINF STEEL (SUPERSTRUCTURE) 667 LB
415-1-5 REINF STEEL (SUBSTRUCTURE) 667 LB
415-1-9 REINF STEEL (APPROACH SLABS) 667 LB
455-133-2 STEEL SHEET PILE (TEMPORARY -
CRITICAL)
1,000 SF
455-133-3 STEEL SHEET PILE (FURNISH AND
INSTALL) (PERMANENT)
1,000 SF
457-1-11 STANDARD INTEGRAL PILE JACKET
(NON STRUCTURAL) (UP TO 16")
167 LF
457-1-12 STANDARD INTEGRAL PILE JACKET
(NON STRUCTURAL) (16.1" TO 30")
200 LF
457-1-21 STANDARD INTEGRAL PILE JACKET
(STRUCTURAL) (UP TO 16")
53 LF
457-1-22 STANDARD INTEGRAL PILE JACKET
(STRUCTURAL) (16.1" TO 30")
67 LF
458-1-21 BRIDGE DECK EXPANSION JOINT
(REHAB) (POURED JOINT WITH BACKER
ROD)
200 LF
458-1-25 BRIDGE DECK EXPANSION JOINT
(REHAB) (COMPRESSION
ELASTOMERIC)
200 LF
458-1-30 BRIDGE DECK EXPANSION JOINT
(CLEAN JOINT)
2,666 LF
520-1-7 CONCRETE CURB & GUTTER, TYPE E 267 LF
Description Twenty Four
(24) Month
Quantity
Unit of
Measure Unit Cost Total
520-1-10 CONCRETE CURB & GUTTER, TYPE F 333 LF
520-2-4 CONCRETE CURB, TYPE D 200 LF
521-1-5 CONCRETE TRAFFIC RAILING, BRIDGE
32", F SHAPE
67 LF
522-1 CONCRETE SIDEWALK AND
DRIVEWAYS, 4" THICK
200 SY
522-2 CONCRETE SIDEWALK AND
DRIVEWAYS, 6" THICK
200 SY
524-1-1 CONCRETE DITCH PAVEMENT (3")
(NON-REINFORCED)
100 SY
524-2-2 CONCRETE SLOPE PAVEMENT (4")
(NON-REINFORCED)
133 SY
530-1 RIPRAP (SAND-CEMENT) 20 CY
530-3-4 RIPRAP (RUBBLE)((F&I)(DITCH LINING) 120 TN
530-4 ARTICULATING CONCRETE BLOCK
REVETMENT SYSTEM
200 SY
530-74 BEDDING STONE 33 TN
547-70-1 RIPRAP FABRIC-FORMED CONCRETE
(8" FILTER POINTS)
333 SY
561-2 COATING EXISTING STRUCTURAL STEEL 667 SF
570-1-2 PERFORMANCE TURF (SOD)(BAHIA) 667 SY
570-1-2 PERFORMANCE TURF (SOD)(ST
AUGUSTINE)
100 SY
TOTAL
SITE-SPECIFIC COSTS
Contractor to provide Site Specific Services as identified within the Pricing Proposals. The County has a set aside reserve for these site-specific costs as they are site and work/service specific. These specific costs will be negotiated and must be approved and accepted by the County in writing before performance. The quantity of monies is not an entitlement of the Contractor and are not guaranteed to be used and will not be used to determine award.
Line Item Description Unit of Measure Unit Cost
SITE SPECIFIC COSTS
1 CLEARING AND GRUBBING Per Quoted
Event
2 DEWATERING Per Quoted
Event
TOTAL not to exceed $40,000.00 each for the twenty-four (24) months = $80,000.00
UNSPECIFED MATERIALS
The Contractor may be required to perform services within their capability that is not specifically detailed in the bid specifications to include but not limited to performance of other related services.
Items not specifically listed in the Pricing Proposal Summary will be negotiated on an individual basis.
The unspecified is a reserve set aside by the County and is not an entitlement of the Contractor. Prior written approval from the County Project Manager must be received before services are performed.
Unspecified will not exceed 10% of awarded total for the full 24 months of the contract term.
Unspecified items will not be used to determine award and are not guaranteed to be used.
Line Item Description Unit of Measure Percentage
1 Unspecified will not exceed 10% of awarded total for the full 24 months of the contract term Total Award 10%
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