IFB_2501401_ATTACHMENT_C_-_Itemized_Proposed_Bid_Forms-FINAL.pdf
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- Attached to
- Leesburg International Airport Taxiway A1, A3, & D Reconstruction and Taxiway A2 Relocation Project
- Solicitation number
- 2501401
- Issued by
- Lake County, Florida
About this file
This document is an Itemized Proposed Bid Form (IFB 2501401) for the Leesburg International Airport in Florida, detailing a comprehensive taxiway reconstruction and relocation project. The bid includes 51 line items covering various construction activities such as pavement milling, removal of existing infrastructure, excavation, base course preparation, asphalt and concrete work, drainage pipe installation, electrical systems upgrades, erosion control, and environmental protection measures. The project involves reconstructing Taxiways A1, A3, and D, and relocating Taxiway A2, with specific quantities specified for each item, including 6,000 square yards of cold milling existing pavement, 1,900 tons of asphalt surface course, 8,500 linear feet of electrical cable installation, and 29,000 square yards of sodding.
The bid form includes specialized items like gopher tortoise survey and protection, with an allowance of $8,000 for permits and $25,000 for burrow excavation and relocation, indicating environmental considerations. Electrical work encompasses extensive infrastructure upgrades, including taxiway edge lighting, junction cans, and various conduit and cable installations. The project also includes mobilization, field office setup, quality control planning, and temporary pollution and erosion control measures. While unit prices are not displayed, the document provides a comprehensive breakdown of quantities and specific technical requirements for each project component, enabling potential contractors to develop detailed project cost estimates.
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Text version
ITEM
NO. SPEC. DESCRIPTION QUANTITY UOM
UNIT
PRICE
EXTENDED
PRICE
1 P-101 COLD MILLING EXISTING PAVEMENT, FULL DEPTH 6,000 SY
2 P-101 PAVEMENT MARKING REMOVAL 3,000 SF
3 P-101 REMOVAL OF EXISTING DRAINAGE PIPE 380 LF
4 P-101 REMOVAL OF EXISTING CONCRETE FLUME 460 SY
5 P-101 REMOVAL OF EXISTING DRAINAGE STRUCTURE 4 EACH
6 P-152 UNCLASSFIED EXCAVATION 3,700 CY
7 P-211 LIME ROCK BASE COURSE 1,100 CY
8 P-212 RE-GRADE EXISTING LIME ROCK BASE COURSE 900 SY
9 P-401 ASPHALT SURFACE COURSE 1,900 TON
10 P-403 ASPHALT BASE COURSE 500 TON
11 P-602 EMULSIFIED ASPHALT PRIME COAT 1,620 GAL
12 P-603 EMULSFIED ASPHALT TACK COAT 800 GAL
13 P-610 NEW 6" THICK CONCRETE FLUME 10 CY
14 P-620 PAVEMENT MARKINGS, WATERBORNE PAINT, WITH TYPE I REFLECTIVE MEDIA 3,100 SF
15 P-620 PAVEMENT MARKINGS, WATERBORNE PAINT, WITHOUT REFLECTIVE MEDIA 5,000 SF
16 P-620 HALF-RATE PAVEMENT MARKINGS, WATERBORNE PAINT, WITHOUT REFLECTIVE MEDIA 3,100 SF
17 T-904 SODDING 29,000 SY
18 D-701 24" REINFORCED CONCRETE PIPE, CLASS III 290 LF
19 D-701 FDOT CROSS DRAINED MITERED END SECTION, SINGLE BARREL 4 EACH
20 GP-80 CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE 1 LS
21 GP-80 STABILIZED ACCESS ROAD 1 LS
22 --- GOPHER TORTOISE SURVEY/PROTECTION 1 LS
23 --- GOPHER TOROISE PERMIT 1 ALLOW 8,000.00$
24 --- GOPHER TORTOISE BURROW EXCAVATION AND RELOCATION 1 ALLOW 25,000.00$
25 --- INSTALL NEW APRON TIE-DOWNS 12 EACH
26 SP-104-1 TEMPORARY POWER AND TEMPORARY AIRFIELD LIGHTING 1 LS
27 SP-105-1 ELECTRICAL DEMOLITION 1 LS
28 L-108-1 1/C L-824 TYPE C - UNSHIELDED #8 AWG 5KV STRANDED COPPER CABLE, INSTALLED IN DUCT OR CONDUIT 8,500 LF
29 L-108-2 1/C #2 AWG SOLID COPPER COUNTERPOISE CABLE, INSTALLED OVER DUCT OR CONDUIT 6,000 LF
30 L-108-3 0.75" DIAMETER BY 10.00' LONG COPPER CLAD STEEL SECTIONAL GROUND ROD 250 EA
31 L-110-1 1 WAY 2" SCHEDULE 40 PVC DIRECT EARTH BURIED DUCT 5,400 LF
32 L-110-2 1 WAY 2" SCHEDULE 40 PVC CONCRETE ENCASED DUCT 250 LF
33 L-110-3 2 WAY 2" SCHEDULE 40 PVC CONCRETE ENCASED DUCT 125 LF
34 L-110-4 1 WAY 4" SPLIT DUCT 50 LF
35 L-115-1 L-867B JUNCTION CAN 2 EA
36 L-115-2 JUNCTION CAN PLAZA - TWO L-867D CANS 2 EA
37 L-125-1 L-861T(L) OMNIDIRECTIONAL, BLUE, LED, TAXIWAY EDGE LIGHT 69 EA
38 L-125-2 L-861T(L) OMNIDIRECTIONAL, BLUE, LED, TAXIWAY EDGE LIGHT (A) 2 EA
39 L-125-3 FIELD LIGHTNING ARRESTOR ASSEMBLY 8 EA
40 L-125-4 L-858(L) SIGN - SINGLE/DOUBLE FACE, LED, SIZE 2 - 1 MODULE 2 EA
41 L-125-5 L-858(L) SIGN - SINGLE/DOUBLE FACE, LED, SIZE 2 - 2 MODULE 4 EA
42 L-125-6 L-858(L) SIGN - SINGLE/DOUBLE FACE, LED, SIZE 2 - 3 MODULE 7 EA
43 L-125-7 L-858(L) SIGN - SINGLE/DOUBLE FACE, LED, SIZE 2 - 4 MODULE 1 EA
44 L-125-8 L-858C SIGN - SINGLE FACE, NON-LIGHTED, TAXIWAY END MARKER 1 EA
45 --- NEW CONCRETE FABRIFORM EROSION CONTROL SYSTEM 6,400 SY
46 --- DANDY POP STORM DRAIN INLET PROTECTION 1 EACH
47 C-100 CONTRACTOR QUALITY CONTROL PLAN (CQCP) 1 LS
48 C-102 TEMPORARY AIR & WATER POLLUTION, SOIL EROSION, & SILTATION CONTROL 1 LS
49 C-105 FIELD OFFICE EQUIPMENT 1 LS
50 C-105 FIELD OFFICE 1 LS
51 C-105 MOBILIZATION (10% MAXIMUM) 1 LS
(TOTAL SHALL MATCH PROPOSAL BID FORM) TOTAL BASE BID
IFB 2501401
Leesburg International Airport Taxiway A1, A3, & Reconstruction and Taxiway A2
Relocation
PRELIM. COST
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