Schedule A - Bid Form B25-090CA.xlsx
XLSX spreadsheet 25 KB Posted
- Attached to
- Erosion Repairs for Airport Package 2
- Solicitation number
- B25-090CA
- Issued by
- Colorado
About this file
This is a bid form schedule for erosion repairs at Colorado Springs Airport (COS), submitted as part of a state and local contract opportunity with the State of Colorado. The project addresses permanent repair solutions to erosion damage caused by high-intensity rainfall events during spring and early summer 2023. The bid form is organized into six distinct project areas: Pond 2, Pond 4, Pond 5, Pond 7, Deice Apron West, and Deice Apron East. Work items across all sites include safety and temporary items, contractor quality control programs, mobilization, clearing and grubbing, excavation, embankment work, riprap removal and installation, geotextile placement, steel sheet piling, soil retention blankets, seeding, topsoil replacement, hydraulic mulching, drainage infrastructure, and concrete headwall installation. Estimated quantities vary significantly by location, with Pond 4 representing the largest scope including 23,380 cubic yards of excavation, 22,610 square yards of soil retention blanket, and 42,350 square yards of hydraulic mulching, while smaller scopes such as Pond 7 involve more limited quantities across similar work categories.
The bid form presents line items with estimated quantities and unit prices, with all unit prices and extended prices currently blank, indicating this is an incomplete bidding document requiring contractor pricing input. All line items are listed with established unit of measure designations (lump sum, linear feet, square feet, square yards, acres, cubic yards, each, and others) and specific CDOT and industry-standard specification references. Total prices for each work area and a grand total price for all sites are included at the bottom of the form but remain blank pending contractor bid submission. The document does not specify pricing terms, payment schedules, set-asides, incumbent information, funding sources, or other financial requirements within the visible content of this particular bid form schedule.
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Text version
Bid Form
| SCHEDULE A - BID FORM |
| B25-090 CA - COS AIRPORT Erosion Repairs Package 2 |
| BID ITEM NO. | ITEM NO. | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | EXTENDED PRICE |
| POND 2 | ||||||
| P2-1 | G-100-4.1 | SAFETY, SECURITY, AND TEMPORARY ITEMS | LS | 1 | $ - 0 | |
| P2-2 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | $ - 0 | |
| P2-3 | C-102-5.1 | INSTALLATION AND REMOVAL OF INLET AND OUTLET PROTECTION | EA | 1 | $ - 0 | |
| P2-4 | C-102-5.2 | EROSION CONTROL LOG | LF | 220 | $ - 0 | |
| P2-5 | C-105-6.1 | MOBILIZATION | LS | 1 | $ - 0 | |
| P2-6 | P-101-5.1 | REMOVAL OF WALL | SF | 280 | $ - 0 | |
| P2-7 | P-101-5.2 | RIPRAP REMOVAL | SY | 385 | $ - 0 | |
| P2-8 | P-151-4.1 | CLEARING AND GRUBBING | AC | 0.50 | $ - 0 | |
| P2-9 | P-152-4.1 | UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) | CY | 1,440 | $ - 0 | |
| P2-10 | P-152-4.2 | EMBANKMENT (COMPLETE IN PLACE) | CY | 60 | $ - 0 | |
| P2-11 | P-154-5.1 | GEOGRID | SY | 120 | $ - 0 | |
| P2-12 | D-304-8.1 | MAINTENANCE ACCESS ASPHALT MILLINGS (INSTALL ONLY) | CY | 20 | $ - 0 | |
| P2-13 | D-506-9.2 | GROUTED RIPRAP (12 INCH) | CY | 55 | $ - 0 | |
| P2-14 | D-506-9.4 | GEOTEXTILE (DRAINAGE, CLASS 1) | SY | 120 | $ - 0 | |
| P2-15 | 31 37 19 - 1 | GROUTED BOULDERS (24 INCH) | CY | 330 | $ - 0 | |
| P2-16 | D-752-5.1 | STEEL SHEET PILING (TYPE II) | SF | 2,080 | $ - 0 | |
| P2-17 | T-216-8.1 | SOIL RETENTION BLANKET (COCONUT) (BIODEGRADABLE CLASS 2) | SY | 895 | $ - 0 | |
| P2-18 | T-901-5.1 | SEEDING | AC | 0.50 | $ - 0 | |
| P2-19 | T-905-5.1 | TOPSOIL (REMOVED, STOCKPILED, AND REPLACED) | AC | 0.50 | $ - 0 | |
| P2-20 | T-908-5.1 | HYDRAULIC MULCHING | SY | 12,040 | $ - 0 | |
| POND 2 - TOTAL PRICE | $ - 0 | |||||
| BID ITEM NO. | ITEM NO. | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | EXTENDED PRICE |
| POND 4 | ||||||
| P4-1 | G-100-4.1 | SAFETY, SECURITY, AND TEMPORARY ITEMS | LS | 1 | $ - 0 | |
| P4-2 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | $ - 0 | |
| P4-3 | C-102-5.1 | INSTALLATION AND REMOVAL OF INLET AND OUTLET PROTECTION | EA | 1 | $ - 0 | |
| P4-4 | C-105-6.1 | MOBILIZATION | LS | 1 | $ - 0 | |
| P4-5 | P-151-4.1 | CLEARING AND GRUBBING | AC | 5.00 | $ - 0 | |
| P4-6 | P-152-4.1 | UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) | CY | 23,380 | $ - 0 | |
| P4-7 | P-152-4.2 | EMBANKMENT (COMPLETE IN PLACE) | CY | 2,950 | $ - 0 | |
| P4-8 | P-154-5.1 | GEOGRID | SY | 240 | $ - 0 | |
| P4-9 | D-304-8.1 | MAINTENANCE ACCESS ASPHALT MILLINGS (INSTALL ONLY) | CY | 40 | $ - 0 | |
| P4-10 | D-506-9.2 | GROUTED RIPRAP (12 INCH) | CY | 105 | $ - 0 | |
| P4-11 | D-506-9.3 | GROUTED RIPRAP (18 INCH) | CY | 155 | $ - 0 | |
| P4-12 | D-506-9.4 | GEOTEXTILE (DRAINAGE, CLASS 1) | SY | 450 | $ - 0 | |
| P4-13 | 31 37 19 - 1 | GROUTED BOULDERS (24 INCH) | CY | 160 | $ - 0 | |
| P4-14 | D-752-5.1 | STEEL SHEET PILING (TYPE II) | SF | 1,135 | $ - 0 | |
| P4-15 | T-216-8.1 | SOIL RETENTION BLANKET (COCONUT) (BIODEGRADABLE CLASS 2) | SY | 22,610 | $ - 0 | |
| P4-16 | T-901-5.1 | SEEDING | AC | 8.75 | $ - 0 | |
| P4-17 | T-905-5.1 | TOPSOIL (REMOVED, STOCKPILED, AND REPLACED) | AC | 8.75 | $ - 0 | |
| P4-18 | T-908-5.1 | HYDRAULIC MULCHING | SY | 42,350 | $ - 0 | |
| P4-19 | L-110-5.1 | DEMOLISH CONCRETE ENCASED DUCT BANK | LF | 160 | $ - 0 | |
| BID ITEM NO. | ITEM NO. | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | EXTENDED PRICE |
| POND 5 | ||||||
| P5-1 | G-100-4.1 | SAFETY, SECURITY, AND TEMPORARY ITEMS | LS | 1 | $ - 0 | |
| P5-2 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | $ - 0 | |
| P5-3 | C-105-6.1 | MOBILIZATION | LS | 1 | $ - 0 | |
| P5-4 | P-101-5.2 | RIPRAP REMOVAL | SY | 115 | $ - 0 | |
| P5-5 | P-101-5.3 | REMOVE EXISTING FLARED END SECTION | EA | 1 | $ - 0 | |
| P5-6 | P-151-4.1 | CLEARING AND GRUBBING | AC | 0.25 | $ - 0 | |
| P5-7 | P-152-4.1 | UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) | CY | 140 | $ - 0 | |
| P5-8 | P-152-4.2 | EMBANKMENT (COMPLETE IN PLACE) | CY | 195 | $ - 0 | |
| P5-9 | D-506-9.2 | GROUTED RIPRAP (12 INCH) | CY | 105 | $ - 0 | |
| P5-10 | D-506-9.4 | GEOTEXTILE (DRAINAGE, CLASS 1) | SY | 190 | $ - 0 | |
| P5-11 | D-752-5.2 | CDOT CONCRETE HEADWALL WITH WINGWALLS | EA | 1 | $ - 0 | |
| P5-12 | D-752-5.4 | SAFETY RAIL (CABLE) | LF | 56 | $ - 0 | |
| P5-13 | T-216-8.1 | SOIL RETENTION BLANKET (COCONUT) (BIODEGRADABLE CLASS 2) | SY | 355 | $ - 0 | |
| P5-14 | T-901-5.1 | SEEDING | AC | 0.25 | $ - 0 | |
| P5-15 | T-905-5.1 | TOPSOIL (REMOVED, STOCKPILED, AND REPLACED) | AC | 0.25 | $ - 0 | |
| P5-16 | T-908-5.1 | HYDRAULIC MULCHING | SY | 355 | $ - 0 | |
| POND 5 - TOTAL PRICE | $ - 0 | |||||
| BID ITEM NO. | ITEM NO. | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | EXTENDED PRICE |
| POND 7 | ||||||
| P7-1 | G-100-4.1 | SAFETY, SECURITY, AND TEMPORARY ITEMS | LS | 1 | $ - 0 | |
| P7-2 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | $ - 0 | |
| P7-3 | C-102-5.1 | INSTALLATION AND REMOVAL OF INLET AND OUTLET PROTECTION | EA | 5 | $ - 0 | |
| P7-4 | C-105-6.1 | MOBILIZATION | LS | 1 | $ - 0 | |
| P7-5 | P-101-5.2 | RIPRAP REMOVAL | SY | 10 | $ - 0 | |
| P7-6 | P-101-5.4 | REMOVE EXISTING DRAINAGE PIPE (12" PVC) | LF | 25 | $ - 0 | |
| P7-7 | P-151-4.1 | CLEARING AND GRUBBING | AC | 0.25 | $ - 0 | |
| P7-8 | P-152-4.1 | UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) | CY | 10 | $ - 0 | |
| P7-9 | P-152-4.2 | EMBANKMENT (COMPLETE IN PLACE) | CY | 15 | $ - 0 | |
| P7-10 | D-506-9.4 | GEOTEXTILE (DRAINAGE, CLASS 1) | SY | 10 | $ - 0 | |
| P7-11 | D-506-9.1 | GROUTED RIPRAP (9 INCH) | CY | 5 | $ - 0 | |
| P7-12 | D-701-5.1 | 12-INCH PLASTIC PIPE (PVC) | LF | 40 | $ - 0 | |
| P7-13 | D-751-5.1 | CDOT MANHOLE SLAB BASE (10' DEPTH) | EA | 1 | $ - 0 | |
| P7-14 | D-752-5.3 | CDOT CONCRETE HEADWALL | EA | 1 | $ - 0 | |
| P7-15 | T-216-8.1 | SOIL RETENTION BLANKET (COCONUT) (BIODEGRADABLE CLASS 2) | SY | 110 | $ - 0 | |
| P7-16 | T-901-5.1 | SEEDING | AC | 0.25 | $ - 0 | |
| P7-17 | T-905-5.1 | TOPSOIL (REMOVED, STOCKPILED, AND REPLACED) | AC | 0.25 | $ - 0 | |
| P7-18 | T-908-5.1 | HYDRAULIC MULCHING | SY | 110 | $ - 0 | |
| POND 7 - TOTAL PRICE | $ - 0 | |||||
| BID ITEM NO. | ITEM NO. | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | EXTENDED PRICE |
| DEICE APRON WEST | ||||||
| DW-1 | G-100-4.1 | SAFETY, SECURITY, AND TEMPORARY ITEMS | LS | 1 | $ - 0 | |
| DW-2 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | $ - 0 | |
| DW-3 | C-102-5.1 | INSTALLATION AND REMOVAL OF INLET AND OUTLET PROTECTION | EA | 2 | $ - 0 | |
| DW-4 | C-105-6.1 | MOBILIZATION | LS | 1 | $ - 0 | |
| DW-5 | P-151-4.1 | CLEARING AND GRUBBING | AC | 0.25 | $ - 0 | |
| DW-6 | P-152-4.1 | UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) | CY | 260 | $ - 0 | |
| DW-7 | D-506-9.3 | GROUTED RIPRAP (18 INCH) | CY | 180 | $ - 0 | |
| DW-8 | D-506-9.4 | GEOTEXTILE (DRAINAGE, CLASS 1) | SY | 260 | $ - 0 | |
| DW-9 | T-216-8.1 | SOIL RETENTION BLANKET (COCONUT) (BIODEGRADABLE CLASS 2) | SY | 125 | $ - 0 | |
| DW-10 | T-901-5.1 | SEEDING | AC | 0.25 | $ - 0 | |
| DW-11 | T-905-5.1 | TOPSOIL (REMOVED, STOCKPILED, AND REPLACED) | AC | 0.25 | $ - 0 | |
| DW-12 | T-908-5.1 | HYDRAULIC MULCHING | SY | 125 | $ - 0 | |
| DEICE APRON WEST - TOTAL PRICE | $ - 0 | |||||
| BID ITEM NO. | ITEM NO. | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | EXTENDED PRICE |
| DEICE APRON EAST | ||||||
| DE-1 | G-100-4.1 | SAFETY, SECURITY, AND TEMPORARY ITEMS | LS | 1 | $ - 0 | |
| DE-2 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | $ - 0 | |
| DE-3 | C-105-6.1 | MOBILIZATION | LS | 1 | $ - 0 | |
| DE-4 | P-101-5.2 | RIPRAP REMOVAL | SY | 90 | $ - 0 | |
| DE-5 | P-151-4.1 | CLEARING AND GRUBBING | AC | 1.25 | $ - 0 | |
| DE-6 | D-701-5.1 | 12-INCH PLASTIC PIPE (PVC) | LF | 150 | $ - 0 | |
| DE-7 | D-705-5.1 | FRENCH DRAIN, COMPLETE | LF | 1,040 | $ - 0 | |
| DE-8 | D-751-5.2 | 6-INCH UNDERDRAIN CLEANOUT, COMPLETE | EA | 8 | $ - 0 | |
| DE-9 | D-751-5.3 | CDOT TYPE C INLET | EA | 4 | $ - 0 | |
| DE-10 | D-752-5.3 | CDOT CONCRETE HEADWALL | EA | 4 | $ - 0 | |
| DE-11 | D-506-9.1 | GROUTED RIPRAP (9 INCH) | CY | 15 | $ - 0 | |
| DE-12 | D-506-9.4 | GEOTEXTILE (DRAINAGE, CLASS 1) | SY | 40 | $ - 0 | |
| DE-13 | T-901-5.1 | SEEDING | AC | 1.25 | $ - 0 | |
| DE-14 | T-905-5.1 | TOPSOIL (REMOVED, STOCKPILED, AND REPLACED) | AC | 1.25 | $ - 0 | |
| DE-15 | T-908-5.1 | HYDRAULIC MULCHING | SY | 5,945 | $ - 0 | |
| DEICE APRON EAST - TOTAL PRICE | $ - 0 |
| POND 2 - TOTAL PRICE |
| POND 4 - TOTAL PRICE |
| POND 5 - TOTAL PRICE |
| POND 7 - TOTAL PRICE |
| DEICE APRON WEST - TOTAL PRICE |
| DEICE APRON EAST - TOTAL PRICE |
| ALL SITES - GRAND TOTAL PRICE |
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