MLB_TW_A_Rehab_Addendum-3_wAtt.pdf
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- Attached to
- Taxiway A Rehabilitation: Phase 2
- Solicitation number
- ITB 2025-0416
- Issued by
- Brevard County, Miramar Beach CDP, Florida
About this file
This document is Addendum 3 for the Taxiway A Rehabilitation - Phase 2 project at Melbourne Orlando International Airport, issued by AVCON, Inc. The addendum modifies the original bid documents, with the bid due date set for 2:00 P.M. on Tuesday, May 27, 2025. Key changes include a reissued Bid Form and responses to contractor questions regarding runway lights, flagging requirements, dirt disposal, and electrical vault access. The addendum addresses specific technical inquiries such as the condition of lighted X's, the number of flaggers needed at taxiway crossings, and the contractor's responsibilities for maintaining airport infrastructure during the project.
The document provides detailed bid schedules across five different work segments, with each schedule containing numerous line items for activities like pavement demolition, asphalt surface course installation, electrical conduit work, signage replacement, and sodding. While the total bid amount is currently marked as $0.00, the comprehensive bid form suggests a complex rehabilitation project involving substantial airport infrastructure upgrades. The project includes provisions for a Contractor Quality Control Program, temporary pollution control, safety and security maintenance, and various pavement and electrical system improvements. The bid schedules cover multiple phases of work, indicating a phased approach to the taxiway rehabilitation that will minimize airport operational disruptions.
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Melbourne Orlando International Airport Page 1 of 2 AVCON, Inc.
Taxiway A Rehabilitation – Phase 2 May 20, 2025 Addendum 3
ADDENDUM 3
Airport: Melbourne Orlando International Airport (MLB)
Project: Taxiway A Rehabilitation – Phase 2
RFP No. ITB 2025-0416-0-2025/SWV
Date: May 20, 2025
The purpose of this Addendum is to provide the following clarifications, changes, modifications and/or additions to the solicitation documents. This Addendum is an integral part of the Solicitation/Contract Documents.
Bid Due Date 2:00 P.M., local time, Tuesday, May 27, 2025
Attachments
- Reissued Bid Form
Specification Changes
1. Bid Form – The Bid Form has been revised and is reissued with this Addendum.
Plan Changes None.
Questions
1. Will the Airport be turning the Runway lights off at night during Runway closure?
Response: Please see Addendum 02.
2. On page P-12 of the bid documents it has a blank for FDOT Item
no. . Please advise.
Response: Please leave blank.
3. Due to a potential issue with the Glaspave 25 Interlayer Fabric we propose an alternate product that can be installed with an emulsified prime/tack per manufacturer’s instructions.
Response: Alternate product is not approved.
Melbourne Orlando International Airport Page 2 of 2 AVCON, Inc.
Taxiway A Rehabilitation – Phase 2 May 20, 2025 Addendum 3
4. While it was stated in addendum 1 “The Airport will provide the lighted X’s, it is the contractors responsibility to maintain the lighted X’s (bulbs, generator etc.” Would the Airport anticipate the lighted X’s owned by the Airport to be in good working condition, and able to operate for 10 hours without issue?
Response: Airport owned lighted X’s are currently in good condition. It cannot be guaranteed the lighted X’s will operate maintenance free for the duration of the project.
It is the contractor’s responsibility to maintain the lighted X’s.
5. While the plans do indicate which phases will require flaggers at taxiway crossings, it does not specify if 1 flagger or 2 flaggers will be needed. Please specify how many flaggers per taxiway crossing will be required.
Response: 1 flagger per taxiway crossing will be required as long as the flagger is clearly visible from both sides of the taxiway.
6. There will be a considerable amount of excess dirt after all excavation activities, does the airport expect the contractor to remove/dispose all excess dirt from the project?
Response: Yes.
7. In all phases that require the Contractor to shut off runway lights and turn on runway lights at the end of shift, who will be permitted to do this?
Response: Contractor’s electrician will be permitted to work in the electrical vault.
All other terms and conditions remain unchanged.
END OF ADDENDUM NO. 3
MELBOURNE ORLANDO INTERNATIONAL AIRPORT
TAXIWAY A REHABILITATION - PHASE 2
BID FORM
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
1 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) 1 LS $0.00
2 C-102-1
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION
CONTROL
1 LS $0.00
3 C-102-2 DEWATERING 1 LS $0.00
4 C-105-1 MOBILIZATION (LIMITED TO 10% OF CONSTRUCTION SUBTOTAL) 1 LS $0.00
5 C-106-1 SAFETY, SECURITY AND MAINTENANCE OF AIRPORT OPERATIONS 1 LS $0.00
6 P-100-1 CONSTRUCTION SURVEY 1 LS $0.00
7 P-101-1 PAVEMENT DEMOLITION (2" MILLING) 469 SY $0.00
8 P-101-2 PAVEMENT DEMOLITION (3.5" MILLING) 19,822 SY $0.00
9 P-101-3 PAVEMENT DEMOLITION (3.5" - 4" VARIABLE MILLING) 3,270 SY $0.00
10 P-101-5 JOINT AND CRACK REPAIR 12,506 LF $0.00
11 P-101-6 REMOVE 30" MITERED END SECTION 1 EA $0.00
12 P-152-1 STRIPPING AND STOCKPILING (6" DEPTH) 33,763 SY $0.00
13 P-152-2 UNCLASSIFIED EXCAVATION 3,178 CY $0.00
14 P-152-3 OFFSITE BORROW EXCAVATION 2,691 CY $0.00
15 P-154-1 6" STABILIZED SUBGRADE 11,782 SY $0.00
16 P-154-2 10" STABILIZED SUBGRADE 2,359 SY $0.00
17 P-211-1 LIMEROCK BASE COURSE, 6" DEPTH 11,059 SY $0.00
18 P-211-2 LIMEROCK BASE COURSE, 9" DEPTH 3,654 SY $0.00
19 P-211-3 LIMEROCK BASE COURSE, 12" DEPTH 1,931 SY $0.00
20 P-211-4 LIMEROCK BASE COURSE, 17" DEPTH 438 SY $0.00
21 P-341-1 MEMBRANE INTERLAYER (GLASPAVE 25) 21,695 SF $0.00
22 P-401-1 ASPHALT SURFACE COURSE - TAXIWAY PAVEMENT 5,907 TON $0.00
23 P-403-1 ASPHALT SURFACE COURSE - TAXIWAY SHOULDER PAVEMENT 3,262 TON $0.00
24 P-403-2 ASPHALT LEVELING COURSE - TAXIWAY PAVEMENT 2,922 TON $0.00
25 P-602-1 EMULSIFIED ASPHALT PRIME COAT 17,082 SY $0.00
26 P-620-1 PAVEMENT MARKING, PERMANENT, TYPE III BEADS 18,162 SF $0.00
27 P-620-2 PAVEMENT MARKING, PERMANENT, NO BEADS 13,034 SF $0.00
28 P-620-3 PAVEMENT MARKING, TEMPORARY, NO BEADS 18,162 SF $0.00
29 P-620-4 SURFACE PREPARATION 51,198 SF $0.00
30 P-620-5 PAVEMENT MARKING REMOVAL 588 SF $0.00
31 P-620-6 SURFACE PAINTED HOLD POSITION MARKINGS 4 EA $0.00
32 T-904-1 SODDING 19,158 SY $0.00
33 D-701-3 CONSTRUCT 30" RCP, CLASS V 59 LF $0.00
CONTRACTOR
BID SCHEDULE 1
AVCON, INC. BF-1 of 12
APRIL 2025
ADDENDUM 3 - 5/20/25
PLEASE USE EXCEL VERSION
BID FORM
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
34 D-701-7 CONSTRUCT 30" MITERED END SECTION 1 EA $0.00
35 L-108-1 NO. 8, 5 KV, L-824 TYPE ‘C’ CONDUCTOR 8,050 LF $0.00
36 L-108-2 NO. 4 BARE COPPER COUNTERPOISE WIRE 5,565 LF $0.00
37 L-108-4 ¾” x 10’ COPPER-CLAD GROUND ROD SECTION 39 EA $0.00 38 L-110-1 2” PVC SCH. 40 CONDUIT IN UNPAVED AREA INCL. TRENCH & BACKFILL 430 LF $0.00
39 L-110-4
2” PVC SCH. 40 CONDUIT IN EXISTING PAVED AREA, INCL. TRENCH & PAVEMENT
REPAIR
84 LF $0.00
40 L-110-5
2” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
5,000 LF $0.00
41 L-110-7
4” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
52 LF $0.00
42 L-110-10 2W4 CONCRETE-ENCASED DUCT 26 LF $0.00
43 L-115-1 REMOVE EXIST. L-867 JUNCTION CAN (JC) 3 EA $0.00
44 L-115-2 12” DIA L-867 ADJUSTABLE JC IN PROPOSED PAVED SHOULDER 4 EA $0.00
45 L-125-1 REMOVE EXIST. TW EDGE LIGHT AND BASE 62 EA $0.00
46 L-125-2
NEW BASE-MOUNTED LED-TYPE ELEVATED TAXIWAY EDGE LIGHT IN PAVED
SHOULDER
84 EA $0.00
47 L-125-4 REMOVE EXIST. L-858 SIGN AND CONC. PAD 6 EA $0.00
48 L-125-6 RELOCATE EXIST. L-858 SIZE 3, 2-MODULE LIGHTED SIGN TO NEW CONC. PAD 1 EA $0.00
49 L-125-8 RELOCATE EXIST. L-858 SIZE 3, 4-MODULE LIGHTED SIGN TO NEW CONC. PAD 1 EA $0.00
50 L-125-11 NEW L-858 SIZE 3, 1-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 2 EA $0.00 51 L-125-12 NEW L-858 SIZE 3, 2-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 4 EA $0.00 52 L-125-14 NEW L-858 SIZE 3, 3-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 2 EA $0.00 53 L-125-17 ALL AIRFIELD LIGHTING WORK NOT INCLUDED IN OTHER BID ITEMS 1 LS $0.00
$0.00TOTAL BID SCHEDULE 1
CONTRACTOR 0
BID SCHEDULE 1 (cont.)
AVCON, INC. BF-2 of 12
APRIL 2025
ADDENDUM 3 - 5/20/2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
1 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) 1 LS $0.00
2 C-102-1
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION
CONTROL
1 LS $0.00
3 C-102-2 DEWATERING 1 LS $0.00
4 C-105-1 MOBILIZATION (LIMITED TO 10% OF CONSTRUCTION SUBTOTAL) 1 LS $0.00
5 C-106-1 SAFETY, SECURITY AND MAINTENANCE OF AIRPORT OPERATIONS 1 LS $0.00
6 P-100-1 CONSTRUCTION SURVEY 1 LS $0.00
7 P-101-2 PAVEMENT DEMOLITION (3.5" MILLING) 1,317 SY $0.00
8 P-101-3 PAVEMENT DEMOLITION (3.5" - 4" VARIABLE MILLING) 2,331 SY $0.00
9 P-101-4 FULL DEPTH PAVEMENT DEMOLITION 3,189 SY $0.00
10 P-101-5 JOINT AND CRACK REPAIR 2,506 LF $0.00
11 P-152-1 STRIPPING AND STOCKPILING (6" DEPTH) 26,161 SY $0.00
12 P-152-2 UNCLASSIFIED EXCAVATION 1,418 CY $0.00
13 P-152-3 OFFSITE BORROW EXCAVATION 3,719 CY $0.00
14 P-152-4 TREE CLEARING 4 AC $0.00
15 P-211-2 LIMEROCK BASE COURSE, 9" DEPTH 2,901 SY $0.00
16 P-211-4 LIMEROCK BASE COURSE, 17" DEPTH 2,743 SY $0.00
17 P-341-1 MEMBRANE INTERLAYER (GLASPAVE 25) 7,615 SF $0.00
18 P-401-1 ASPHALT SURFACE COURSE - TAXIWAY PAVEMENT 1,270 TON $0.00
19 P-403-1 ASPHALT SURFACE COURSE - TAXIWAY SHOULDER PAVEMENT 601 TON $0.00
20 P-403-2 ASPHALT LEVELING COURSE - TAXIWAY PAVEMENT 205 TON $0.00
21 P-602-1 EMULSIFIED ASPHALT PRIME COAT 5,645 SY $0.00
22 P-620-1 PAVEMENT MARKING, PERMANENT, TYPE III BEADS 5,870 SF $0.00
23 P-620-2 PAVEMENT MARKING, PERMANENT, NO BEADS 3,791 SF $0.00
24 P-620-3 PAVEMENT MARKING, TEMPORARY, NO BEADS 5,870 SF $0.00
25 P-620-4 SURFACE PREPARATION 15,991 SF $0.00
26 P-620-5 PAVEMENT MARKING REMOVAL 1,962 SF $0.00
27 P-620-6 SURFACE PAINTED HOLD POSITION MARKINGS 1 EA $0.00
28 T-904-1 SODDING 24,044 SY $0.00
29 L-108-1 NO. 8, 5 KV, L-824 TYPE ‘C’ CONDUCTOR 5,520 LF $0.00
30 L-108-2 NO. 4 BARE COPPER COUNTERPOISE WIRE 2,130 LF $0.00
31 L-108-4 ¾” x 10’ COPPER-CLAD GROUND ROD SECTION 13 EA $0.00 32 L-110-1 2” PVC SCH. 40 CONDUIT IN UNPAVED AREA INCL. TRENCH & BACKFILL 885 LF $0.00
33 L-110-4
2” PVC SCH. 40 CONDUIT IN EXISTING PAVED AREA, INCL. TRENCH & PAVEMENT
REPAIR
120 LF $0.00
CONTRACTOR 0
BID SCHEDULE 2
AVCON, INC. BF-3 of 12
APRIL 2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
34 L-110-5
2” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
1,065 LF $0.00
35 L-110-6
3” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
12 LF $0.00
36 L-110-7
4” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
27 LF $0.00
37 L-110-8 2W2 CONCRETE-ENCASED DUCT 54 LF $0.00
38 L-110-10 2W4 CONCRETE-ENCASED DUCT 4 LF $0.00
39 L-115-1 REMOVE EXIST. L-867 JUNCTION CAN (JC) 4 EA $0.00
40 L-115-2 12” DIA L-867 ADJUSTABLE JC IN PROPOSED PAVED SHOULDER 1 EA $0.00
41 L-115-3 12” DIA L-867 JC IN UNPAVED AREA 1 EA $0.00
42 L-125-1 REMOVE EXIST. TW EDGE LIGHT AND BASE 24 EA $0.00
43 L-125-2
NEW BASE-MOUNTED LED-TYPE ELEVATED TAXIWAY EDGE LIGHT IN PAVED
SHOULDER
42 EA $0.00
44 L-125-4 REMOVE EXIST. L-858 SIGN AND CONC. PAD 4 EA $0.00
45 L-125-9 RELOCATE EXIST. L-858 SIZE 3, 4-MODULE LIGHTED SIGN TO EXIST. CONC. PAD 1 EA $0.00
46 L-125-11 NEW L-858 SIZE 3, 1-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 4 EA $0.00 47 L-125-13 NEW L-858 SIZE 3, 2-MODULE LED-TYPE SIGN ON EXIST. (PH. 1) CONC. PAD 2 EA $0.00 48 L-125-14 NEW L-858 SIZE 3, 3-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 1 EA $0.00 49 L-125-15 NEW L-858 SIZE 3, 3-MODULE LED-TYPE SIGN ON EXIST. (PH. 1) CONC. PAD 1 EA $0.00 50 L-125-17 ALL AIRFIELD LIGHTING WORK NOT INCLUDED IN OTHER BID ITEMS 1 LS $0.00
$0.00TOTAL BID SCHEDULE 2
CONTRACTOR 0
BID SCHEDULE 2 (cont.)
AVCON, INC. BF-4 of 12
APRIL 2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
1 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) 1 LS $0.00
2 C-102-1
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION
CONTROL
1 LS $0.00
3 C-102-2 DEWATERING 1 LS $0.00
4 C-105-1 MOBILIZATION (LIMITED TO 10% OF CONSTRUCTION SUBTOTAL) 1 LS $0.00
5 C-106-1 SAFETY, SECURITY AND MAINTENANCE OF AIRPORT OPERATIONS 1 LS $0.00
6 P-100-1 CONSTRUCTION SURVEY 1 LS $0.00
7 P-101-2 PAVEMENT DEMOLITION (3.5" MILLING) 29,358 SY $0.00
8 P-101-3 PAVEMENT DEMOLITION (3.5" - 4" VARIABLE MILLING) 2,915 SY $0.00
9 P-101-4 FULL DEPTH PAVEMENT DEMOLITION 7,634 SY $0.00
10 P-101-5 JOINT AND CRACK REPAIR 17,287 LF $0.00
11 P-101-6 REMOVE 30" MITERED END SECTION 2 EA $0.00
12 P-101-7 REMOVE 36" MITERED END SECTION 1 EA $0.00
13 P-101-8 REMOVE 36" HEADWALL 1 EA $0.00
14 P-152-1 STRIPPING AND STOCKPILING (6" DEPTH) 109,533 SY $0.00
15 P-152-2 UNCLASSIFIED EXCAVATION 31,309 CY $0.00
16 P-152-3 OFFSITE BORROW EXCAVATION 100 CY $0.00
17 P-154-1 6" STABILIZED SUBGRADE 24,953 SY $0.00
18 P-154-2 10" STABILIZED SUBGRADE 8,843 SY $0.00
19 P-211-1 LIMEROCK BASE COURSE, 6" DEPTH 23,419 SY $0.00
20 P-211-2 LIMEROCK BASE COURSE, 9" DEPTH 3,752 SY $0.00
21 P-211-3 LIMEROCK BASE COURSE, 12" DEPTH 7,858 SY $0.00
22 P-211-4 LIMEROCK BASE COURSE, 17" DEPTH 4,222 SY $0.00
23 P-341-1 MEMBRANE INTERLAYER (GLASPAVE 25) 35,020 SF $0.00
24 P-401-1 ASPHALT SURFACE COURSE - TAXIWAY PAVEMENT 10,472 TON $0.00
25 P-403-1 ASPHALT SURFACE COURSE - TAXIWAY SHOULDER PAVEMENT 6,129 TON $0.00
26 P-403-2 ASPHALT LEVELING COURSE - TAXIWAY PAVEMENT 3,698 TON $0.00
27 P-602-1 EMULSIFIED ASPHALT PRIME COAT 39,251 SY $0.00
28 P-620-1 PAVEMENT MARKING, PERMANENT, TYPE III BEADS 17,375 SF $0.00
29 P-620-2 PAVEMENT MARKING, PERMANENT, NO BEADS 21,768 SF $0.00
30 P-620-3 PAVEMENT MARKING, TEMPORARY, NO BEADS 17,375 SF $0.00
31 P-620-4 SURFACE PREPARATION 58,357 SF $0.00
32 P-620-5 PAVEMENT MARKING REMOVAL 2,555 SF $0.00
33 P-620-6 SURFACE PAINTED HOLD POSITION MARKINGS 4 EA $0.00
CONTRACTOR 0
BID SCHEDULE 3
AVCON, INC. BF-5 of 12
APRIL 2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
34 T-904-1 SODDING 80,885 SY $0.00
35 D-701-1 CONSTRUCT 18' RCP, CLASS V 27 LF $0.00
36 D-701-2 CONSTRUCT 24" RCP, CLASS V 67 LF $0.00
37 D-701-3 CONSTRUCT 30" RCP, CLASS V 114 LF $0.00
38 D-701-4 CONSTRUCT 36" RCP, CLASS V 100 LF $0.00
39 D-701-6 CONSTRUCT 24" MITERED END SECTION 1 EA $0.00
40 D-701-7 CONSTRUCT 30" MITERED END SECTION 2 EA $0.00
41 D-701-8 CONSTRUCT 36" MITERED END SECTION 2 EA $0.00
42 D-751-1 MODIFIED FDOT TYPE D INLET 1 EA $0.00
43 D-751-3 FDOT TYPE G INLET 1 EA $0.00
44 D-751-4 FDOT STORM MANHOLE, TYPE J, ALT B BOTTOM, 4X4 1 EA $0.00
45 L-108-1 NO. 8, 5 KV, L-824 TYPE ‘C’ CONDUCTOR 61,250 LF $0.00
46 L-108-2 NO. 4 BARE COPPER COUNTERPOISE WIRE 8,900 LF $0.00
47 L-108-3
12" DEEP TRENCH FOR COUNTERPOISE WIRE OVER EXISTING 3" AND 4"
CONDUITS
725 LF $0.00
48 L-108-4 ¾” x 10’ COPPER-CLAD GROUND ROD SECTION 55 EA $0.00 49 L-110-1 2” PVC SCH. 40 CONDUIT IN UNPAVED AREA INCL. TRENCH & BACKFILL 400 LF $0.00 50 L-110-2 3” PVC SCH. 40 CONDUIT IN UNPAVED AREA INCL. TRENCH & BACKFILL 5,160 LF $0.00
51 L-110-4
2” PVC SCH. 40 CONDUIT IN EXISTING PAVED AREA, INCL. TRENCH & PAVEMENT
REPAIR
91 LF $0.00
52 L-110-5
2” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
8,170 LF $0.00
53 L-110-6
3” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
25 LF $0.00
54 L-110-7
4” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
90 LF $0.00
55 L-110-8 2W2 CONCRETE-ENCASED DUCT 179 LF $0.00
56 L-110-9 2W3 CONCRETE-ENCASED DUCT 102 LF $0.00
57 L-110-10 2W4 CONCRETE-ENCASED DUCT 173 LF $0.00
58 L-115-1 REMOVE EXIST. L-867 JUNCTION CAN (JC) 6 EA $0.00
59 L-115-2 12” DIA L-867 ADJUSTABLE JC IN PROPOSED PAVED SHOULDER 7 EA $0.00
60 L-115-3 12” DIA L-867 JC IN UNPAVED AREA 1 EA $0.00
61 L-115-4 16” DIA L-867 ADJUSTABLE JC IN PROPOSED PAVED SHOULDER 1 EA $0.00
62 L-115-5 CONVERT EDGE LT. TO JC BY REMOVING FIXTURE & REPLACING W/ BASE PLATE 1 EA $0.00
BID SCHEDULE 3 (cont.)
CONTRACTOR 0
AVCON, INC. BF-6 of 12
APRIL 2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
63 L-115-6 REMOVE ELECTRICAL HANDHOLE 5 EA $0.00
64 L-115-7 PROPOSED 4-CAN HANDHOLE 2 EA $0.00
65 L-115-8 PROPOSED 3-CAN HANDHOLE 2 EA $0.00
66 L-125-1 REMOVE EXIST. TW EDGE LIGHT AND BASE 102 EA $0.00
67 L-125-2
NEW BASE-MOUNTED LED-TYPE ELEVATED TAXIWAY EDGE LIGHT IN PAVED
SHOULDER
119 EA $0.00
68 L-125-4 REMOVE EXIST. L-858 SIGN AND CONC. PAD 11 EA $0.00
69 L-125-8 RELOCATE EXIST. L-858 SIZE 3, 4-MODULE LIGHTED SIGN TO NEW CONC. PAD 2 EA $0.00
70 L-125-10 NEW L-858 SIZE 2, 3-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 1 EA $0.00 71 L-125-11 NEW L-858 SIZE 3, 1-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 4 EA $0.00 72 L-125-14 NEW L-858 SIZE 3, 3-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 6 EA $0.00 73 L-125-16 NEW L-858 SIZE 3, 4-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 1 EA $0.00 74 L-125-17 ALL AIRFIELD LIGHTING WORK NOT INCLUDED IN OTHER BID ITEMS 1 LS $0.00
$0.00TOTAL BID SCHEDULE 3
CONTRACTOR 0
BID SCHEDULE 3 (cont.)
AVCON, INC. BF-7 of 12
APRIL 2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
1 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) 1 LS $0.00
2 C-102-1
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION
CONTROL
1 LS $0.00
3 C-102-2 DEWATERING 1 LS $0.00
4 C-105-1 MOBILIZATION (LIMITED TO 10% OF CONSTRUCTION SUBTOTAL) 1 LS $0.00
5 C-106-1 SAFETY, SECURITY AND MAINTENANCE OF AIRPORT OPERATIONS 1 LS $0.00
6 P-100-1 CONSTRUCTION SURVEY 1 LS $0.00
7 P-101-2 PAVEMENT DEMOLITION (3.5" MILLING) 20,740 SY $0.00
8 P-101-3 PAVEMENT DEMOLITION (3.5" - 4" VARIABLE MILLING) 3,527 SY $0.00
9 P-101-5 JOINT AND CRACK REPAIR 13,272 LF $0.00
10 P-152-1 STRIPPING AND STOCKPILING (6" DEPTH) 31,500 SY $0.00
11 P-152-2 UNCLASSIFIED EXCAVATION 3,891 CY $0.00
12 P-152-3 OFFSITE BORROW EXCAVATION 74 CY $0.00
13 P-154-1 6" STABILIZED SUBGRADE 11,031 SY $0.00
14 P-154-2 10" STABILIZED SUBGRADE 2,851 SY $0.00
15 P-211-1 LIMEROCK BASE COURSE, 6" DEPTH 10,342 SY $0.00
16 P-211-2 LIMEROCK BASE COURSE, 9" DEPTH 2,814 SY $0.00
17 P-211-3 LIMEROCK BASE COURSE, 12" DEPTH 2,240 SY $0.00
18 P-211-4 LIMEROCK BASE COURSE, 17" DEPTH 1,239 SY $0.00
19 P-341-1 MEMBRANE INTERLAYER (GLASPAVE 25) 19,595 SF $0.00
20 P-401-1 ASPHALT SURFACE COURSE - TAXIWAY PAVEMENT 6,153 TON $0.00
21 P-403-1 ASPHALT SURFACE COURSE - TAXIWAY SHOULDER PAVEMENT 2,838 TON $0.00
22 P-403-2 ASPHALT LEVELING COURSE - TAXIWAY PAVEMENT 3,620 TON $0.00
23 P-602-1 EMULSIFIED ASPHALT PRIME COAT 16,635 SY $0.00
24 P-620-1 PAVEMENT MARKING, PERMANENT, TYPE III BEADS 9,339 SF $0.00
25 P-620-2 PAVEMENT MARKING, PERMANENT, NO BEADS 11,556 SF $0.00
26 P-620-3 PAVEMENT MARKING, TEMPORARY, NO BEADS 9,339 SF $0.00
27 P-620-4 SURFACE PREPARATION 31,153 SF $0.00
28 P-620-5 PAVEMENT MARKING REMOVAL 1,238 SF $0.00
29 P-620-6 SURFACE PAINTED HOLD POSITION MARKINGS 2 EA $0.00
30 T-904-1 SODDING 18,373 SY $0.00
31 D-701-1 CONSTRUCT 18" RCP, CLASS V 77 LF $0.00
32 D-701-5 CONSTRUCT 18" MITERED END SECTION 7 EA $0.00
33 D-751-2 MODIFIED FDOT TYPE G INLET 1 EA $0.00
34 L-108-1 NO. 8, 5 KV, L-824 TYPE ‘C’ CONDUCTOR 8,730 LF $0.00
CONTRACTOR 0
BID SCHEDULE 4
AVCON, INC. BF-8 of 12
APRIL 2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
35 L-108-2 NO. 4 BARE COPPER COUNTERPOISE WIRE 4,860 LF $0.00
36 L-108-4 ¾” x 10’ COPPER-CLAD GROUND ROD SECTION 25 EA $0.00 37 L-110-1 2” PVC SCH. 40 CONDUIT IN UNPAVED AREA INCL. TRENCH & BACKFILL 940 LF $0.00
38 L-110-4
2” PVC SCH. 40 CONDUIT IN EXISTING PAVED AREA, INCL. TRENCH & PAVEMENT
REPAIR
68 LF $0.00
39 L-110-5
2” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
3,790 LF $0.00
40 L-110-7
4” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
124 LF $0.00
41 L-110-10 2W4 CONCRETE-ENCASED DUCT 69 LF $0.00
42 L-115-1 REMOVE EXIST. L-867 JUNCTION CAN (JC) 7 EA $0.00
43 L-115-2 12” DIA L-867 ADJUSTABLE JC IN PROPOSED PAVED SHOULDER 5 EA $0.00
44 L-115-3 12” DIA L-867 JC IN UNPAVED AREA 6 EA $0.00
45 L-125-1 REMOVE EXIST. TW EDGE LIGHT AND BASE 57 EA $0.00
46 L-125-2
NEW BASE-MOUNTED LED-TYPE ELEVATED TAXIWAY EDGE LIGHT IN PAVED
SHOULDER
63 EA $0.00
47 L-125-4 REMOVE EXIST. L-858 SIGN AND CONC. PAD 5 EA $0.00
48 L-125-8 RELOCATE EXIST. L-858 SIZE 3, 4-MODULE LIGHTED SIGN TO NEW CONC. PAD 1 EA $0.00
49 L-125-11 NEW L-858 SIZE 3, 1-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 2 EA $0.00 50 L-125-12 NEW L-858 SIZE 3, 2-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 1 EA $0.00 51 L-125-14 NEW L-858 SIZE 3, 3-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 1 EA $0.00 52 L-125-17 ALL AIRFIELD LIGHTING WORK NOT INCLUDED IN OTHER BID ITEMS 1 LS $0.00
$0.00TOTAL BID SCHEDULE 4
CONTRACTOR 0
BID SCHEDULE 4 (cont.)
AVCON, INC. BF-9 of 12
APRIL 2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
1 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) 1 LS $0.00
2 C-102-1
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION
CONTROL
1 LS $0.00
3 C-102-2 DEWATERING 1 LS $0.00
4 C-105-1 MOBILIZATION (LIMITED TO 10% OF CONSTRUCTION SUBTOTAL) 1 LS $0.00
5 C-106-1 SAFETY, SECURITY AND MAINTENANCE OF AIRPORT OPERATIONS 1 LS $0.00
6 P-100-1 CONSTRUCTION SURVEY 1 LS $0.00
7 P-101-1 PAVEMENT DEMOLITION (2" MILLING) 6,947 SY $0.00
8 P-101-2 PAVEMENT DEMOLITION (3.5" MILLING) 3,840 SY $0.00
9 P-101-3 PAVEMENT DEMOLITION (3.5" - 4" VARIABLE MILLING) 2,406 SY $0.00
10 P-101-5 JOINT AND CRACK REPAIR 6,855 LF $0.00
11 P-152-1 STRIPPING AND STOCKPILING (6" DEPTH) 10,423 SY $0.00
12 P-152-2 UNCLASSIFIED EXCAVATION 1,558 CY $0.00
13 P-152-3 OFFSITE BORROW EXCAVATION 788 CY $0.00
14 P-154-1 6" STABILIZED SUBGRADE 7,931 SY $0.00
15 P-154-2 10" STABILIZED SUBGRADE 97 SY $0.00
16 P-211-1 LIMEROCK BASE COURSE, 6" DEPTH 7,353 SY $0.00
17 P-211-3 LIMEROCK BASE COURSE, 12" DEPTH 76 SY $0.00
18 P-341-1 MEMBRANE INTERLAYER (GLASPAVE 25) 9,775 SF $0.00
19 P-401-1 ASPHALT SURFACE COURSE - TAXIWAY PAVEMENT 2,515 TON $0.00
20 P-403-1 ASPHALT SURFACE COURSE - TAXIWAY SHOULDER PAVEMENT 1,617 TON $0.00
21 P-403-2 ASPHALT LEVELING COURSE - TAXIWAY PAVEMENT 607 TON $0.00
22 P-602-1 EMULSIFIED ASPHALT PRIME COAT 7,428 SY $0.00
23 P-620-1 PAVEMENT MARKING, PERMANENT, TYPE III BEADS 7,577 SF $0.00
24 P-620-2 PAVEMENT MARKING, PERMANENT, NO BEADS 12,205 SF $0.00
25 P-620-3 PAVEMENT MARKING, TEMPORARY, NO BEADS 7,577 SF $0.00
26 P-620-4 SURFACE PREPARATION 31,038 SF $0.00
27 P-620-5 PAVEMENT MARKING REMOVAL 1,100 SF $0.00
28 P-620-6 SURFACE PAINTED HOLD POSITION MARKINGS 8 EA $0.00
29 T-904-1 SODDING 7,831 SY $0.00
30 D-701-1 CONSTRUCT 18" RCP, CLASS V 8 LF $0.00
31 D-701-5 CONSTRUCT 18" MITERED END SECTION 1 EA $0.00
32 D-751-4 FDOT STORM MANHOLE, TYPE J, ALT B BOTTOM, 4X4 1 EA $0.00
33 L-108-1 NO. 8, 5 KV, L-824 TYPE ‘C’ CONDUCTOR 9,855 LF $0.00
34 L-108-2 NO. 4 BARE COPPER COUNTERPOISE WIRE 2,390 LF $0.00
BID SCHEDULE 5
CONTRACTOR 0
AVCON, INC. BF-10 of 12
APRIL 2025
(continued)
INDEX PAY ITEM DESCRIPTION QTY UNIT UNIT PRICE
EXTENDED
TOTAL
35 L-108-4 ¾” x 10’ COPPER-CLAD GROUND ROD SECTION 26 EA $0.00 36 L-110-1 2” PVC SCH. 40 CONDUIT IN UNPAVED AREA INCL. TRENCH & BACKFILL 325 LF $0.00
37 L-110-5
2” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
2,045 LF $0.00
38 L-110-6
3” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
8 LF $0.00
39 L-110-7
4” PVC SCH. 40 CONDUIT IN PROPOSED PAVED SHOULDER, INCL. TRENCH &
BACKFILL
8 LF $0.00
40 L-110-8 2W2 CONCRETE-ENCASED DUCT 6 LF $0.00
41 L-115-1 REMOVE EXIST. L-867 JUNCTION CAN (JC) 9 EA $0.00
42 L-115-2 12” DIA L-867 ADJUSTABLE JC IN PROPOSED PAVED SHOULDER 3 EA $0.00
43 L-115-3 12” DIA L-867 JC IN UNPAVED AREA 1 EA $0.00
44 L-115-5 CONVERT EDGE LT. TO JC BY REMOVING FIXTURE & REPLACING W/ BASE PLATE 4 EA $0.00
45 L-125-1 REMOVE EXIST. TW EDGE LIGHT AND BASE 51 EA $0.00
46 L-125-2
NEW BASE-MOUNTED LED-TYPE ELEVATED TAXIWAY EDGE LIGHT IN PAVED
SHOULDER
69 EA $0.00
47 L-125-3
REMOVE AND SAFEGUARD EXIST. RUNWAY GUARD LIGHT AND REINSTALL ON
NEW ADJUSTABLE BASE IN PAVED SHOULDER
8 EA $0.00
48 L-125-4 REMOVE EXIST. L-858 SIGN AND CONC. PAD 10 EA $0.00
49 L-125-5 RELOCATE EXIST. L-858 SIZE 2, 3-MODULE LIGHTED SIGN TO NEW CONC. PAD 2 EA $0.00
50 L-125-6 RELOCATE EXIST. L-858 SIZE 3, 2-MODULE LIGHTED SIGN TO NEW CONC. PAD 1 EA $0.00
51 L-125-7 RELOCATE EXIST. L-858 SIZE 3, 3-MODULE LIGHTED SIGN TO NEW CONC. PAD 1 EA $0.00
52 L-125-10 NEW L-858 SIZE 2, 3-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 4 EA $0.00 53 L-125-12 NEW L-858 SIZE 3, 2-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 3 EA $0.00 54 L-125-14 NEW L-858 SIZE 3, 3-MODULE LED-TYPE SIGN ON NEW CONCRETE PAD 2 EA $0.00 55 L-125-17 ALL AIRFIELD LIGHTING WORK NOT INCLUDED IN OTHER BID ITEMS 1 LS $0.00
$0.00
BID SCHEDULE 5 (cont.)
TOTAL BID SCHEDULE 5
CONTRACTOR 0
AVCON, INC. BF-11 of 12
APRIL 2025
(continued)
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
SUB-TOTAL BID SCHEDULE 5 (NUMBERS AND WORDS):
DOLLARS AND CENTS
SUB-TOTAL BID SCHEDULE 3 (NUMBERS AND WORDS):
SUB-TOTAL BID SCHEDULE 1 (NUMBERS AND WORDS):
BID SUMMARY
CONTRACTOR
TOTAL BID (BID SCHEDULES 1-5) (NUMBERS AND WORDS):
DOLLARS AND CENTS
DOLLARS AND CENTS
DOLLARS AND CENTS
DOLLARS AND CENTS
SUB-TOTAL BID SCHEDULE 4 (NUMBERS AND WORDS):
DOLLARS AND CENTS
SUB-TOTAL BID SCHEDULE 2 (NUMBERS AND WORDS):
AVCON, INC. BF-12 of 12
APRIL 2025
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File details come from the government source that posted it. Updated .