BID_FORM_-_Bid_Document.pdf
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- Attached to
- Lakeside Gravity Outfall System - Phase II State and local contract opportunity
- Solicitation number
- 01-14
- Issued by
- Volusia County, Florida
About this file
This is a bid form for the City of DeBary, Florida, detailing construction work for the Lakeside Gravity Outfall System - Phase II (Bid No. 01-14). The project encompasses multiple components across four geographic areas: General Kings Lake Outfall Structure Modification, Kings Lake Wetland Overflow System, Terra Alta Overflow System, and additional infrastructure work. The scope includes mobilization, survey and construction layout, as-built plans, dewatering, excavation and grading, concrete work, asphalt overlay and removal/restoration, sodding, utility coordination activities, and installation of utility pipes, valves, and related fittings. Line items specify quantities ranging from individual units (equipment and structures) to square yards for concrete and asphalt work, linear feet for barriers and fencing, and lump sum amounts for specialized services. A mandatory pre-bid conference was scheduled for August 18, 2014, at 2:00 PM at City Hall, with sealed proposal submissions due September 8, 2014, at 2:00 PM. The estimated project cost is $646,314.00.
Each proposal must be accompanied by a proposal guaranty equal to at least five percent of the total bid amount, payable to the City of DeBary. If the proposal is accepted, the bidder must execute the contract, provide required insurance certificates, and file Performance and Payment Bonds within ten days of contract award. The bid form requires bidders to provide both written and numeric unit prices for each line item, with totals calculated accordingly. The City of DeBary reserves the right to reject any or all proposals and waive any formality or technicality. Bid packages were available through the City's website at www.debary.org, with submission instructions directing sealed proposals to City Hall between 8:30 AM and 5:00 PM, Monday through Friday. Individuals requiring accommodations under the Americans with Disabilities Act were instructed to contact the City Clerk at least five days prior to the bid opening.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| CONTRACT_-Table_of_Contents_-_Bid_Document.pdf | ||
| Exhibit_FPL_-_Bid_Document.pdf | ||
| Lakeside_Phase_2_Plans_2014-07-25_BID_plans_-_Bid_Document.pdf | ||
| Temporary_Access_Plan_1_-_Bid_Document.pdf | ||
| Temporary_Access_Plan_3_-_Bid_Document.pdf | ||
| Technical_Specifications_-_Bid_Document.pdf | ||
| Advertisement_for_Bid_-_Lakeside_Phase_2.pdf | ||
| CONTRACT_-_Title_Page_-_Bid_Document.pdf | ||
| Temporary_Access_Plan_2-_Bid_Document.pdf | ||
| CONTRACT_-_Contract-Bonds-General_Conditions_-_Bid_Documents.pdf | ||
| CONTRACT_-__Proposal_Forms_and_Instructions_to_Bidders_-_Bid_Document.pdf | ||
| CONTRACT_-__Special_Provisions_-_Bid_Document.pdf |
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Text version
BID FORM - BID NO. 01-14
LAKESIDE GRAVITY OUTFALL SYSTEM - PHASE II
LINE
NO.
PAY ITEM NO. DESCRIPTION QTY. UNIT WRITTEN UNIT PRICE
NUMERIC UNIT
PRICE
TOTAL
1-1 101-1 Mobilization - includes payment for Payment and Performance Bonds
1 LS
1-2 101-2 Survey and Construction Layout 1 LS
1-3 900-1 As-Built Plans 1 LS
1-4 900-2 Indemnification 1 LS One Hundred Dollars $100.00 $100.00
1-5 900-3 Closed circuit television (CCTV) Inspection -
Storm Pipes (18" or larger)
1 LS
1-6 102-66-99 Project Sign 2 EA
1-7 590-70 Repair or replacement of existing irrigation systems
1 LS
2-1 104-1 Dewatering 1 LS
2-2 104-11 Floating Turbidity Barrier ( FDOT Index No. 103. 545 LF
2-3 120-1 Excavation, embankment and grading 1 LS
2-4 285-704 -2 Limerock Base (12" min. thickness)
(Contingency Item)
200 SY
2-5 331-72-38 Asphalt Overlay - Designated Access Route -
Kings Lake Dr. (Type S-3, 1 " min. thickness)
9856 SY
2-6 400-1 6" thick concrete pad around existing drainage structures (including geotextile)
40 SY
GENERAL
KINGS LAKE OUTFALL STRUCTURE MODIFICATION
Lakeside Gravity Outfall System - Phase II
Bid No. 01-14
LINE
NO.
PAY ITEM NO. DESCRIPTION QTY. UNIT WRITTEN UNIT PRICE
NUMERIC UNIT
PRICE
TOTAL
2-7 425-11 Modify existing outfall structures, including skimmer replacements.
2 EA
2-8 520-3 Concrete Curb - Remove and replace - (Match
Existing)
30 LF
2-9 522-1 Concrete Sidewalk - Remove and Replace - (4" thick)
24 SY
2-10 570-1-2A Sodding (Bahia) 2500 SY
3-1 104-11 Floating Turbidity Barrier ( FDOT Index No. 103. 490 LF
3-2 110-1-1 Clearing and Grubbing 1 LS
3-3 120-1 Excavation, embankment and grading 1 LS
3-4 400-1 6" thick concrete overflow weir
(including geotextile)
500 SY
3-5 530-3 Rubble rip rap (including geotextile) 243 TN
3-6 570-1-2A Sodding (Bahia) 2500 SY
4-1 102-1 Maintenance of Traffic 1 LS
4-2 104-1 Dewatering 1 LS
4-3 104-10-3 Sediment barrier (staked silt fence) (FDOT
Index No. 102)
425 LF
4-4 104-18 Inlet Protection (synthetic hay bales) 1 LS
KINGS LAKE WETLAND OVERFLOW SYSTEM
TERRA ALTA OVERFLOW SYSTEM
LINE
NO.
PAY ITEM NO. DESCRIPTION QTY. UNIT WRITTEN UNIT PRICE
NUMERIC UNIT
PRICE
TOTAL
4-5 110-1-1 Clearing and Grubbing 1 LS
4-6 285-704 Limerock Base (12" min. thickness) 5 SY
4-7 331-72-10 Asphalt Removal and Restoration (Type S-3, 2 " min. thickness)
5 SY
4-8 425-11 Modify existing drainage inlet and connect proposed force main
1 LS
4-9 570-1-2A Sodding (Bahia) 500 SY
4-10 570-1-2B Sodding (St. Augustine) 250 SY
4-11 1050-1 Utility Coordination Activities 1 LS
4-12 1050-2 Utility locates and conflict identification 1 LS
4-13 1050-11-224A F & I Utility Pipe (12"PVC) 215 LF
4-14 1050-11-224B F & I Utility Markers (force main) 2 EA
4-15 1050-11-224D Portable pump connection (including 12" DIP fittings, 6" concrete pad, grounding systems
1 LS
4-16 1055-11-414A F & I fabricated bend (12", 11.25° elbow) 1 EA
4-17 1055-11-414B F & I fabricated bend (12", 22.5° elbow) 3 EA
4-18 1055-11-414C F & I fabricated bend (12", 45° elbow) 2 EA
4-19 1055-11-414D F & I fabricated bend (12", 90° elbow) 1 EA
LINE
NO.
PAY ITEM NO. DESCRIPTION QTY. UNIT WRITTEN UNIT PRICE
NUMERIC UNIT
PRICE
TOTAL
4-20 1055-11-444 F & I MJ Adapter (12") 1 EA
4-21 1080-11-206 F & I above grade air release valve assembly (2" diameter, complete)
1 EA
4-22 1080-11-401A F & I butterfly valve and box (12" diameter, complete with attachment fittings)
1 EA
5-1 102-1 Maintenance of Traffic 1 LS
5-2 104-1 Dewatering 1 LS
5-3 104-10-3 Sediment barrier (staked silt fence) (FDOT
Index No. 102)
1270 LF
5-4 104-11 Floating Turbidity Barrier ( FDOT Index No. 103. 80 LF
5-5 110-1-1 Clearing and Grubbing 1 LS
5-6 285-704 Limerock Base (12" min. thickness) 615 SY
5-7 331-72-10A Asphalt removal and restoration (Type S-3, 2" min. thickness)
615 SY
5-8 331-72-10B Asphalt overlay (Type S-3, 1/2" minimum thickness)
1415 SY
5-9 400-1 6" thick concrete pad around proposed drainage structure (including geotextile)
11 SY
5-10 425-1 Connect existing storm pipe to proposed drainage inlet)
1 LS
5-11 425-1-541 Ditch Bottom Inlet (Mod. Type "D" DBI, <10'
(FDOT Index 232)
1 EA
5-12 425-1-549 Ditch Bottom Inlet (Mod. Type "D" DBI, <10'
(FDOT Index 232) ( Including solid cover)
1 EA
TERRA ALTA DRAINAGE IMPROVEMENTS
LINE
NO.
PAY ITEM NO. DESCRIPTION QTY. UNIT WRITTEN UNIT PRICE
NUMERIC UNIT
PRICE
TOTAL
5-13 425-2-061A Manhole Type P-8, <10', ) (FDOT Index 200, 201.
5 EA
5-14 425-2-061B Manhole Type P-8, <10', 4' diameter) (FDOT
Index 200, 201.
1 EA
5-15 425-2-071 Manhole with aluminum hatch (Type J-7,<10', 5' diameter (FDOT Index 200, 201)
2 EA
5-16 430-175-118 Reinforced Concrete Pipe (18") (Class III) 739 LF
5-17 430-175-124 Reinforced Concrete Pipe (24") (Class III) 309 LF
5-18 430-830 Pipe Plug (18" RCP) 1 EA
5-19 430-880-1 Aluminum Sluice Gate (18" diameter, spigot mount)
1 EA
5-20 430-880-2 Aluminum Sluice Gate (24" diameter, spigot mount)
1 EA
5-21 430-982-125 Mitered End Section (18", 2:1) (FDOT Index No.
272)
1 EA
5-22 530-3 Rubble rip rap (including geotextile) 13 TN
5-23 570-1-2A Sodding (Bahia) 1500 SY
5-24 570-1-2B Sodding (St. Augustine) 1500 SY
5-25 1050-1 Utility Coordination Activities 1 LS
5-26 1050-2 Utility locates and conflict identification 1 LS
5-27 1050-11-222 Utility Conflict transition (2" water main) 1 EA
5-28 1050-11-224C F & I Utility Markers (gravity pipe) 3 EA
LINE
NO.
PAY ITEM NO. DESCRIPTION QTY. UNIT WRITTEN UNIT PRICE
NUMERIC UNIT
PRICE
TOTAL
6-1 102-1 Maintenance of Traffic 1 LS
6-2 104-1 Dewatering 1 LS
6-3 104-10-3 Sediment barrier (staked silt fence) (FDOT
Index No. 102)
2660 LF
6-4 104-11 Floating Turbidity Barrier ( FDOT Index No. 103. 140 LF
6-5 110-1-1 Clearing and Grubbing 1 LS
6-6 425-1 Connect existing storm pipe to proposed drainage inlet
1 LS
6-7 425-1-541 Ditch Bottom Inlet with traversable slots (Type
"D",<10') (FDOT Index 232)
1 EA
6-8 425-2-061A Manhole Type P-8, <10', ) (FDOT Index 200, 201.
5 EA
6-9 425-2-061B Manhole Type P-8, <10', 4' diameter) (FDOT
Index 200, 201.
1 EA
6-10 430-175-118 Reinforced Concrete Pipe (18") (Class III) 443 LF
6-11 440-1-30 Underdrain (Type III complete) (10" corrugated or 8" smooth interior)
855 LF
6-12 570-1-2A Sodding (Bahia) 1500 SY
6-13 570-1-2B Sodding (St. Augustine) 500 SY
6-14 580-1 Remove and replace landscaping (crape myrtle) 1 LS
CINNAMON BAY GROUNDWATER SEEPAGE CONTROL SYSTEM
LINE
NO.
PAY ITEM NO. DESCRIPTION QTY. UNIT WRITTEN UNIT PRICE
NUMERIC UNIT
PRICE
TOTAL
6-15 1050-1 Utility Coordination Activities 1 LS
6-16 1050-2 Utility locates and conflict identification 1 LS
Note:
Total Bid Amount: __________________________________________________________________
Prepared by:
TitleName
Written Bid Amount Numeric Bid Amount
Pay items obtained from the Florida Department of Transporation (FDOT) Basis of Estimates (BOE) with minor modifications as necessary.
File details come from the government source that posted it. Updated .