D.Taxiway_Sierra_East_Bid_Items_-_05-27-2025_Update.xlsx
XLSX spreadsheet 25 KB Posted
- Attached to
- Taxiway S (East) Reconstruction Project
- Solicitation number
- 2025-IFB-067
- Issued by
- San Bernardino County, California
About this file
This document is a bid items spreadsheet for the Taxiway S (East) Reconstruction Project at Ontario International Airport in California, funded through FAA Supplemental Funding (AIP No. 3-06-0175-058-2024). The project involves reconstructing approximately 51,000 square yards of Portland Cement Concrete (PCC) panels and 50,000 square yards of Asphalt Concrete (AC) shoulder pavement on Taxiway S, east of the Cucamonga Channel. The solicitation is structured with a base bid and two bid alternates, and includes comprehensive airport infrastructure work such as pavement demolition and replacement, grading, crack and spall repair, joint sealing, paint markings, centerline and shoulder lighting repairs, and stormwater quality improvements to comply with California Storm Water Pollution Prevention Plan. The bid was issued for bid on March 7, 2025.
The total base bid is $133,200, with line items covering mobilization, airfield safety, construction barricades, environmental measures, excavation, pavement removal and replacement, electrical work, lighting installations, and various infrastructure components. Notable cost allocations include a $50,000 allowance for Vehicle Surface Roughness (VSR) repair and a $70,000 allowance for additional environmental measures. The project includes extensive electrical work such as installing in-pavement lights, transformers, airfield guidance signs, and conduit systems. Bid alternates provide options for shoulder extension and additional electrical infrastructure, though they do not change the total bid amount. The project appears to be comprehensively scoped to address critical airport infrastructure renewal while maintaining operational continuity.
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Taxiway S East
RECONSTRUCT TAXIWAY S (EAST) OF CUCAMONGA CHANNEL
| No. | SECTION/ ITEM | ITEM DESCRIPTION | UNITS | QTY | UNIT PRICE in Figures (dollars & cents) | TOTAL PRICE | |
| 1 | C-105-6.1 | MOBILIZATION/ DEMOBILIZATION (NOT TO EXCEED 5%) | LS | 1 | 5% | $ 6,000 | |
| 2 | C-105-6.2 | AIRFIELD SAFETY AND TRAFFIC CONTROL (NOT TO EXCEED 2%) | LS | 1 | 2% | $ 2,400 | |
| 3 | C-105-6.4 | CONSTRUCTION BARRICADES, DELINEATORS, AND SIGNS | LS | 1 | $ - 0 | ||
| 4 | C-105-6.5 | BONDS AND INSURANCE (NOT TO EXCEED 2%) | LS | 1 | 2% | $ 2,400 | |
| 5 | C-105-6.6 | JET BLAST FENCING | LS | 1 | $ - 0 | ||
| 6 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) (NOT TO EXCEED 2%) | LS | 1 | 2% | $ 2,400 | |
| 7 | C-102-5.1a | FURNISH AND INSTALL GRAVEL BAG BARRIER | LF | 1,750 | $ - 0 | ||
| 8 | C-102-5.1b | FURNISH AND INSTALL STORM DRAIN INLET PROTECTION | EA | 16 | $ - 0 | ||
| 9 | C-102-5.1c | FURNISH AND INSTALL STABILIZED CONSTRUCTION ENTRANCES | LS | 1 | $ - 0 | ||
| 10 | C-102-5.1d | FURNISH AND INSTALL FIBER ROLLS | LF | 9,200 | $ - 0 | ||
| 11 | P-101-5.1a | REMOVE EXISTING REINFORCED PCC TAXIWAY PAVEMENT (T=VARIES 15" - 19") TO STOCKPILE LOCATION | SY | 50,550 | $ - 0 | ||
| 12 | P-101-5.1b | HAUL OFF EXISTING REINFORCED PCC TAXIWAY PAVEMENT | TN | 49,950 | $ - 0 | ||
| 13 | P-101-5.2a | REMOVE EXISTING AC TAXIWAY SHOULDER PAVEMENT (T=VARIES 3" - 4") TO STOCKPILE LOCATION | SY | 45,350 | $ - 0 | ||
| 14 | P-101-5.2b | HAUL OFF EXCESS ASPHALT MILLINGS | TN | 9,500 | $ - 0 | ||
| 15 | P-101-5.3a | REMOVE EXISTING PAVEMENT MARKINGS | SF | 14,600 | $ - 0 | ||
| 16 | P-101-5.3b | REMOVE EXISTING PCC AIRFIELD SIGN BASE | EA | 1 | $ - 0 | ||
| 17 | P-152-4.1 | UNCLASSIFIED EXCAVATION | CY | 15,000 | $ - 0 | ||
| 18 | P-152-4.2 | OVER EXCAVATION AND RECOMPACTION IN PLACE | CY | 17,750 | $ - 0 | ||
| 19 | P-152-4.3 | EMBANKMENT | CY | 1,100 | $ - 0 | ||
| 20 | P-152-4.4 | DRAINAGE EXCAVATION | CY | 14,100 | $ - 0 | ||
| 21 | P-152-4.5 | HAUL OFF OF EXCESS SOIL | CY | 22,100 | $ - 0 | ||
| 22 | P-219-5.1 | PLACE 6" OF RECYCLED CONCRETE AGGREGATE BASE COURSE FROM STOCKPILED MATERIAL (OWNER FURNISHED AT STOCKPILED LOCATION) | SY | 34,850 | $ - 0 | ||
| 23 | P-220-6.1 | CONSTRUCT 12" CEMENT TREATED SOIL BASE COURSE | SY | 42,900 | $ - 0 | ||
| 24 | P-220-6.2 | PROVIDE CEMENT FOR 12" CEMENT TREATED BASE COURSE (8%) | TN | 1,850 | $ - 0 | ||
| 25 | P-306-8.1 | FURNISH AND PLACE 5" OF LEAN CONCRETE BASE COURSE (UTILIZE OWNER FURNISHED STOCKPILED MATERIAL) | SY | 7,900 | $ - 0 | ||
| 26 | P-403-8.1 | FURNISH AND PLACE 4" ASPHALT SURFACE COURSE | TN | 6,700 | $ - 0 | ||
| 27 | P-403-8.2 | FURNISH AND PLACE 4" ASPHALT OVER EXISTING BASE FOR SHOULDER EXTENSION (W= 30-40 FT) | TN | 2,300 | $ - 0 | $ - 0 | |
| 28 | P-403-8.3 | REPAIR VSR DUE TO CONSTRUCTION TRAFFIC | ALLOWANCE | 1 | $ 50,000.00 | $ 50,000 | |
| 29 | P-501-8.1 | FURNISH AND PLACE 17.5" PCC PAVEMENT | SY | 50,850 | $ - 0 | ||
| 30 | P-510-6.1a | CRACK REPAIR EXISTING PCC SLAB | LF | 600 | $ - 0 | ||
| 31 | P-510-6.1b | SPALL REPAIR OF EXISTING PCC SLABS | SF | 100 | $ - 0 | ||
| 32 | P-602-5.1 | FURNISH AND PLACE EMULSIFIED ASPHALT PRIME COAT | GAL | 14,550 | $ - 0 | ||
| 33 | P-605-5.1 | FURNISH AND PLACE JOINT SEALING FILLER | LF | 52,000 | $ - 0 | ||
| 34 | P-620-5.1a | FURNISH AND PLACE NON-REFLECTIVE MARKINGS (TWO COATS) | SF | 38,050 | $ - 0 | ||
| 35 | P-620-5.1b | FURNISH AND PLACE REFLECTIVE MARKINGS (TWO COATS) | SF | 35,700 | $ - 0 | ||
| 36 | T-901-5.1 | SEEDING | AC | 3 | $ - 0 | ||
| 37 | D-701-5.1 | FURNISH AND INSTALL 18-INCH DIA. HDPE PIPE WITH BEDDING PER MANUFACTURER'S RECOMMENDATIONS | LF | 300 | $ - 0 | ||
| 38 | D-701-5.2 | FURNISH AND INSTALL DUAL 60-INCH DIA. DUAL WALL PERFORATED POLYPROPYLENE PIPE SYSTEM | LF | 1,395 | $ - 0 | ||
| 39 | D-701-5.3 | FURNISH AND INSTALL 60-INCH DIA. WELDED END PLATE PER MANUFACTURER'S RECOMMENDATIONS | EA | 6 | $ - 0 | ||
| 40 | D-701-5.4 | FURNISH AND INSTALL 90 DEGREE 60-INCH POLYPROPYLENE FITTING AND CLSM BACKFILL | EA | 7 | $ - 0 | ||
| 41 | D-751-5.1 | FURNISH AND CONSTRUCT AIRFIELD LOAD RATED STORM DRAIN MANHOLE | EA | 7 | $ - 0 | ||
| 42 | D-751-5.2 | FURNISH AND CONSTRUCT AIRFIELD LOAD RATED STORM DRAIN INLET | EA | 8 | $ - 0 | ||
| 43 | D-751-5.3 | FURNISH AND CONSTRUCT CONCRETE WEIR STRUCTURE, PIPE CONNECTION AND CONCRETE COLLAR AT EXISTING DRAINAGE INLET | EA | 1 | $ - 0 | ||
| 44 | D-751-5.4 | FURNISH AND CONSTRUCT AIRFIELD LOAD RATED CLEANOUT PORT PER DETAIL | EA | 8 | $ - 0 | ||
| 45 | D-751-5.5 | INSTALL CONCRETE COLLAR AT EXISTING DRAIN INLET PER DETAIL | EA | 3 | $ - 0 | ||
| 46 | L-108-1 | FURNISH AND INSTALL 1-1/C NO. 8 AWG, 5KV, L-824C PRIMARY CABLE | LF | 30,940 | $ - 0 | ||
| 47 | L-108-2 | FURNISH AND INSTALL 1-1/C NO. 6 AWG, 600V, GREEN GROUND WIRE | LF | 15,310 | $ - 0 | ||
| 48 | L-110-1 | FURNISH AND INSTALL NEW CONCRETE ENCASED 1W-2"C PVC SCH 40 IN NEW ASPHALT OR CONCRETE PAVEMENT | LF | 14,700 | $ - 0 | ||
| 49 | L-110-2 | FURNISH AND INSTALL NEW CONCRETE ENCASED 1W-2"C PVC SCH 40 IN NON PAVED EARTH | LF | 100 | $ - 0 | ||
| 50 | L-110-3 | FURNISH AND INSTALL NEW CONCRETE ENCASED 1W-2"C PVC SCH 40 IN EXISTING ASPHALT PAVEMENT | LF | 100 | $ - 0 | ||
| 51 | L-110-4 | FURNISH AND INSTALL NEW CONCRETE ENCASED 1W-2"C KERF PVC IN EXISTING CONCRETE | LF | 40 | $ - 0 | ||
| 52 | L-111-1 | FURNISH AND INSTALL 1W-2”C HDPE HORIZONTAL DIRECTIONAL BORED CONDUIT | LF | 120 | $ - 0 | ||
| 53 | L-125-1 | REMOVE AND REINSTALL L-852D INPAVEMENT TAXIWAY CENTERLINE LIGHT AND TRANSFORMER | EA | 11 | $ - 0 | ||
| 54 | L-125-2 | FURNISH AND INSTALL L-852C(L) INPAVEMENT UNI-DIRECTIONAL TAXIWAY CENTERLINE LIGHT AND TRANSFORMER | EA | 12 | $ - 0 | ||
| 55 | L-125-3 | FURNISH AND INSTALL L-852C(L) INPAVEMENT BI-DIRECTIONAL TAXIWAY CENTERLINE LIGHT AND TRANSFORMER | EA | 105 | $ - 0 | ||
| 56 | L-125-4 | FURNISH AND INSTALL L-852D(L) INPAVEMENT UNI-DIRECTIONAL TAXIWAY CENTERLINE LIGHT AND TRANSFORMER | EA | 42 | $ - 0 | ||
| 57 | L-125-5 | FURNISH AND INSTALL L-852D(L) INPAVEMENT BI-DIRECTIONAL TAXIWAY CENTERLINE LIGHT AND TRANSFORMER | EA | 4 | $ - 0 | ||
| 58 | L-125-6 | FURNISH AND INSTALL L-852K(L) INPAVEMENT BI-DIRECTIONAL TAXIWAY CENTERLINE LIGHT AND TRANSFORMER | EA | 14 | $ - 0 | ||
| 59 | L-125-7 | FURNISH AND INSTALL L-861T(L) ELEVATED TAXIWAY EDGE LIGHT AND TRANSFORMER | EA | 87 | $ - 0 | ||
| 60 | L-125-10 | FURNISH AND INSTALL L-868B AIRCRAFT RATED COVERPLATE | EA | 20 | $ - 0 | ||
| 61 | L-125-11 | FURNISH AND INSTALL L-868B BASE CAN IN NEW CONCRETE PAVEMENT | EA | 150 | $ - 0 | ||
| 62 | L-125-12 | FURNISH AND INSTALL L-868B BASE CAN IN EXISTING CONCRETE PAVEMENT | EA | 4 | $ - 0 | ||
| 63 | L-125-13 | FURNISH AND INSTALL L-868B EXTENSION IN NEW OR EXISTING CONCRETE PAVEMENT | EA | 154 | $ - 0 | ||
| 64 | L-125-14 | FURNISH AND INSTALL-868B SPACER PACKAGE | EA | 154 | $ - 0 | ||
| 65 | L-125-15 | FURNISH AND INSTALL L-867B BASE CAN IN NEW ASPHALT PAVEMENT | EA | 84 | $ - 0 | ||
| 66 | L-125-16 | FURNISH AND INSTALL L-867B BASE CAN IN EXISTING ASPHALT PAVEMENT | EA | 3 | $ - 0 | ||
| 67 | L-125-18 | FURNISH AND INSTALL AIRFIELD GUIDANCE SIGN - TWO MODULE - ON NEW FOUNDATION | EA | 1 | $ - 0 | ||
| 68 | L-128-1 | DEMOLITION AND REMOVAL OF ELECTRICAL ITEMS | LS | 1 | $ - 0 | ||
| 69 | L-128-2 | TEMPORARY ELECTRICAL WORK | LS | 1 | $ - 0 | ||
| 70 | L-128-3 | MISCELLANEOUS ELECTRICAL WORK | LS | 1 | $ - 0 | ||
| 71 | SPECIAL PROVISIONS FOR AIRPORT CONSTRUCTION ITEM NO.20 | ADDITIONAL REQUIRED ENVIRONMENTAL MEASURES | ALLOWANCE | 1 | $ 70,000.00 | $ 70,000 | |
| ITEMS XX THRU XX PAGE SUB-TOTAL IN FIGURES | $ | ||||||
| ITEMS XX THRU XX PAGE SUB-TOTAL IN WORDS: | $ 120,000 | ||||||
| RECONSTRUCT TAXIWAY S (EAST) OF CUCAMONGA CHANNEL BASE BID TOTAL IN FIGURES | $ 133,200 | ||||||
| RECONSTRUCT TAXIWAY S (EAST) OF CUCAMONGA CHANNEL TOTAL IN WORDS: |
| BID ALTERNATE 1 | ||||||
| 1 | P-403-8.4 | FURNISH AND PLACE 4" ASPHALT OVER EXISTING BASE FOR SHOULDER EXTENSION (W=40-50 FT) | TN | 2,100 | $ - 0 | $ - 0 |
| BID ALTERNATE 1 TOTAL IN FIGURES | $ - 0 | |||||
| BASE BID + BID ALTERNATE 1 TOTAL IN FIGURES | $ 133,200 |
| BID ALTERNATE 2 | |||||
| 1 | C-105-6.3 | FURNISH AND MAINTAIN RUNWAY CLOSURE MARKINGS | LS | 1 | $ - 0 |
| 2 | L-108-1 | FURNISH AND INSTALL 1-1/C NO. 8 AWG, 5KV, L-824C PRIMARY CABLE | LF | 13,820 | $ - 0 |
| 3 | L-108-2 | FURNISH AND INSTALL 1-1/C NO. 6 AWG, 600V, GREEN GROUND WIRE | LF | 6,910 | $ - 0 |
| 4 | L-110-1 | FURNISH AND INSTALL NEW CONCRETE ENCASED 1W-2"C PVC SCH 40 IN NEW ASPHALT OR CONCRETE PAVEMENT | LF | 110 | $ - 0 |
| 5 | L-110-2 | FURNISH AND INSTALL NEW CONCRETE ENCASED 1W-2"C PVC SCH 40 IN NON PAVED EARTH | LF | 60 | $ - 0 |
| 6 | L-110-3 | FURNISH AND INSTALL NEW CONCRETE ENCASED 1W-2"C PVC SCH 40 IN EXISTING ASPHALT PAVEMENT | LF | 160 | $ - 0 |
| 7 | L-125-3 | FURNISH AND INSTALL L-852C(L) INPAVEMENT BI-DIRECTIONAL TAXIWAY CENTERLINE LIGHT AND TRANSFORMER | EA | 7 | $ - 0 |
| 8 | L-125-5 | FURNISH AND INSTALL L-852D(L) INPAVEMENT BI-DIRECTIONAL TAXIWAY CENTERLINE LIGHT AND TRANSFORMER | EA | 32 | $ - 0 |
| 9 | L-125-7 | FURNISH AND INSTALL L-861T(L) ELEVATED TAXIWAY EDGE LIGHT AND TRANSFORMER | EA | 68 | $ - 0 |
| 10 | L-125-8 | FURNISH AND INSTALL L-852G(L) INPAVEMENT RUNWAY GUARD LIGHT (IRGL) AND TRANSFORMER | EA | 34 | $ - 0 |
| 11 | L-125-9 | FURNISH AND INSTALL L-804(L) ELEVATED RUNWAY GUARD LIGHT (ERGL) AND TRANSFORMER | EA | 8 | $ - 0 |
| 12 | L-125-17 | FURNISH AND INSTALL AIRFIELD GUIDANCE SIGN - ONE MODULE - ON NEW FOUNDATION | EA | 2 | $ - 0 |
| 13 | L-125-18 | FURNISH AND INSTALL AIRFIELD GUIDANCE SIGN - TWO MODULE - ON NEW FOUNDATION | EA | 2 | $ - 0 |
| 14 | L-125-19 | FURNISH AND INSTALL AIRFIELD GUIDANCE SIGN - THREE MODULE - ON NEW FOUNDATION | EA | 2 | $ - 0 |
| 15 | L-125-20 | FURNISH AND INSTALL AIRFIELD GUIDANCE SIGN - FOUR MODULE - ON NEW FOUNDATION | EA | 6 | $ - 0 |
| 16 | L-125-21 | FURNISH AND INSTALL AIRFIELD GUIDANCE SIGN - TWO MODULE - ON EXISTING FOUNDATION | EA | 3 | $ - 0 |
| 17 | L-125-22 | FURNISH AND INSTALL AIRFIELD GUIDANCE SIGN - THREE MODULE - ON EXISTING FOUNDATION | EA | 1 | $ - 0 |
| 18 | L-128-1 | DEMOLITION AND REMOVAL OF ELECTRICAL ITEMS | LS | 1 | $ - 0 |
| 19 | L-128-2 | TEMPORARY ELECTRICAL WORK | LS | 1 | $ - 0 |
| 20 | L-128-3 | MISCELLANEOUS ELECTRICAL WORK | LS | 1 | $ - 0 |
| BID ALTERNATE 2 TOTAL IN FIGURES | $ - 0 |
| BASE BID TOTAL IN FIGURES | $ 133,200 |
| BASE BID + BID ALTERNATE 1 TOTAL IN FIGURES | $ 133,200 |
| BASE BID + BID ALTERNATE 2 TOTAL IN FIGURES | $ 133,200 |
| BASE BID + BID ALTERNATE 1+ BID ALTERNATE 2 TOTAL IN FIGURES | $ 133,200 |
&"Aptos,Bold"&10
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
ONTARIO INTERNATIONAL AIRPORT
RECONSTRUCT TAXIWAY S (EAST) OF CUCAMONGA CHANNEL
&"Aptos,Regular"&9FAA SUPPLEMENTAL FUNDING
AIP NO. 3-06-0175-058-2024
ISSUED FOR BID
&"Arial,Regular"
&"Arial,Regular"&10 2(a): Bid and Schedule of Work and Prices Issued for Bid &"Arial,Regular"&10March 7, 2025 Page &P of 4
Quantities
| Schedule 100 | Schedule 200 | Project | ||||||
| Item | CY Produced during Demo | Quantity Required by Construction | (Import)/Hauloff | Item | Quantitiy Produced during Demo | Quantity Required by Construction | (Import)/Hauloff | (Import)/Hauloff |
| P-152 | P-152 |
P-154 ERROR:#REF! ERROR:#REF! ERROR:#REF! P-154 ERROR:#REF! ERROR:#REF! ERROR:#REF! ERROR:#REF!
P-219 ERROR:#REF! ERROR:#REF! ERROR:#REF! P-219 ERROR:#REF! ERROR:#REF! ERROR:#REF! ERROR:#REF! 1,468.00
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