2522201006-Bid_Form_locked_for_bidders_ADD-3.xls
XLS spreadsheet 99 KB Posted
- Attached to
- Taxiway A Rehabilitation: Phase 2
- Solicitation number
- ITB 2025-0416
- Issued by
- Brevard County, Miramar Beach CDP, Florida
About this file
This is a Bid Form Addendum 3 for the Taxiway A Rehabilitation - Phase 2 project issued by the Melbourne Airport Authority (MAA) for work at Melbourne Orlando International Airport in Melbourne, Florida. The project involves five bid schedules encompassing comprehensive airport infrastructure rehabilitation work, including pavement demolition (milling ranging from 2" to 4" depths), excavation and grading, limerock base course installation at varying depths, asphalt surface courses, pavement markings, drainage system construction (reinforced concrete pipe ranging from 18" to 36" in diameter), airfield lighting installation and relocation, and landscaping sodding. The bid schedules contain detailed line items with quantities for each pay item across the five phases of work. Sealed proposals are due by May 20, 2025, at 2:00 PM, with a mandatory site visit scheduled for May 8, 2025, at 3:00 PM and additional site visits available by appointment between April and May 2025. A non-mandatory pre-bid meeting occurred on April 24, 2025. The bid form is locked for bidders to fill in unit prices and extended totals for each line item, with each schedule to be subtotaled and a grand total calculated across all five schedules.
The bid form requires unit pricing for each line item, with all prices currently showing $0.00 pending contractor completion. A bid bond or certified check equal to 5% of the total bid amount is required with proposal submission. The project is subject to a 10% Disadvantaged Business Enterprise (DBE) goal, requiring bidders to demonstrate compliance with DBE participation requirements. A Public Construction Bond for 100% of the awarded contract amount will be required prior to contract execution. No bids may be withdrawn for 60 calendar days after the May 20, 2025, bid receipt deadline. The Melbourne Airport Authority reserves the right to reject any or all proposals and to waive technical errors and informalities. This locked bid form (Addendum 3, dated May 20, 2025) serves as the official instrument for contractors to submit their pricing proposals for evaluation and award consideration.
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Sheet1
| CONTRACTOR | ||||||
| BID SCHEDULE 1 | ||||||
| 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 | 0 | |||||
| BID SCHEDULE 1 (cont.) | ||||||
| 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 | |
| TOTAL BID SCHEDULE 1 | $0.00 | |||||
| CONTRACTOR | 0 | |||||
| BID SCHEDULE 2 | ||||||
| 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 (cont.) | ||||||
| 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 | |
| TOTAL BID SCHEDULE 2 | $0.00 | |||||
| CONTRACTOR | 0 | |||||
| BID SCHEDULE 3 | ||||||
| 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 (cont.) | ||||||
| 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 | |
| CONTRACTOR | 0 | |||||
| BID SCHEDULE 3 (cont.) | ||||||
| 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 | |
| TOTAL BID SCHEDULE 3 | $0.00 | |||||
| CONTRACTOR | 0 | |||||
| BID SCHEDULE 4 | ||||||
| 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 (cont.) | ||||||
| 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 | |
| TOTAL BID SCHEDULE 4 | $0.00 | |||||
| CONTRACTOR | 0 | |||||
| BID SCHEDULE 5 | ||||||
| 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 | |
| CONTRACTOR | 0 | |||||
| BID SCHEDULE 5 (cont.) | ||||||
| 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 | |
| TOTAL BID SCHEDULE 5 | $0.00 | |||||
| BID SUMMARY | ||||||
| CONTRACTOR | 0 | |||||
| SUB-TOTAL BID SCHEDULE 1 (NUMBERS AND WORDS): | $0.00 | |||||
| DOLLARS AND CENTS | ||||||
| SUB-TOTAL BID SCHEDULE 2 (NUMBERS AND WORDS): | $0.00 | |||||
| DOLLARS AND CENTS | ||||||
| SUB-TOTAL BID SCHEDULE 3 (NUMBERS AND WORDS): | $0.00 | |||||
| DOLLARS AND CENTS | ||||||
| SUB-TOTAL BID SCHEDULE 4 (NUMBERS AND WORDS): | $0.00 | |||||
| DOLLARS AND CENTS | ||||||
| SUB-TOTAL BID SCHEDULE 5 (NUMBERS AND WORDS): | $0.00 | |||||
| DOLLARS AND CENTS | ||||||
| TOTAL BID (BID SCHEDULES 1-5) (NUMBERS AND WORDS): | $0.00 | |||||
| DOLLARS AND CENTS |
&L&G&C&"Arial,Bold"&10TAXIWAY A REHABILITATION - PHASE 2
BID FORM
(continued) &L&9AVCON, INC.&C&"Calibri,Regular"&9BF-&P of &N&R&9APRIL 2025 &"-,Bold Italic"ADDENDUM 3 - 5/20/2025
File details come from the government source that posted it. Updated .