Summary of Quantities IFB - Water Quality Infrastructure Improvements.xlsx
XLSX spreadsheet 58 KB Posted
- Attached to
- Water Quality Infrastructure Improvements
- Solicitation number
- 202578378
- Issued by
- Denver County, Denver City, Colorado
About this file
The document is an Invitation for Bid (IFB) for Water Quality Infrastructure Improvements at Denver International Airport (DEN) in Colorado, detailing two distinct project sites with comprehensive quantity breakdowns. The project involves constructing regional water quality and detention ponds at two locations: the first site near Second Creek at 7491 N Gun Club Road (covering 14.28 acres) and the second site at WorldPort near 24735 E 75th Avenue (covering 4.16 acres). The procurement is part of the airport's annual erosion control Capital Improvement Plan (CIP) to comply with Denver Revised Municipal Code, with the specific objectives of consolidating and improving stormwater infrastructure by eliminating existing water quality ponds and constructing more efficient drainage systems.
The bid includes detailed quantities for various construction activities such as clearing and grubbing, excavation, pipe installation, concrete work, erosion control, and site restoration, with multiple line items ranging from earthwork to specialized infrastructure components. While specific pricing is not disclosed, the comprehensive quantity schedule suggests a complex, multi-phase project with significant infrastructure investment. The contract will involve demolishing existing water quality ponds, constructing new drainage lines, performing earthwork and grading, and implementing erosion and sediment control measures. The procurement method is a competitive bid process, with the exact bid due date and contract number to be determined, indicating an ongoing solicitation for qualified contractors to execute this infrastructure improvement project.
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Text version
Site 1 Second Creek Pond
| Water Quality Infrastructure Improvements | ||||||
| CONTRACT NO. TBD | ||||||
| SUMMARY OF APPROXIMATE QUANTITIES | ||||||
| BID DUE DATE: TBD | ||||||
| BID ITEM | ITEM NO. | ITEM DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | TOTAL PRICE |
| 1 | 201-00001 | CLEARING AND GRUBBING | AC | 14.28 | ||
| 2 | 202-00150 | REMOVAL OF WALL | LF | 162 | ||
| 3 | 202-00019 | REMOVAL OF INLET | EA | 4 | ||
| 4 | 202-00027 | REMOVAL OF RIPRAP | SY | 592 | ||
| 5 | 202-00035 | REMOVAL OF PIPE | LF | 1,100 | ||
| 6 | 202-00037 | REMOVAL OF END SECTION | EA | 3 | ||
| 7 | 203-00010 | UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) | CY | 42,217 | ||
| 8 | 203-00100 | MUCK EXCAVATION | CY | 100 | ||
| 9 | 206-00000 | STRUCTURE EXCAVATION | CY | 830 | ||
| 10 | 206-00100 | STRUCTURE BACKFILL (CLASS 1) | CY | 586 | ||
| 11 | 208-00002 | EROSION LOG TYPE 1 (12 INCH) | LF | 1,474 | ||
| 12 | 208-00045 | CONCRETE WASHOUT STRUCTURE | EA | 1 | ||
| 13 | 208-00070 | VEHICLE TRACKING PAD | EA | 1 | ||
| 14 | 208-00300 | TEMPORARY BERM | LF | 3,081 | ||
| 15 | 212-00706 | SEEDING (NATIVE) (DRILL) | AC | 7.75 | ||
| 16 | 213-00012 | SPRAY-ON MULCH BLANKET | AC | 7.75 | ||
| 17 | 304-06007 | AGGREGATE BASE COURSE (CLASS 6) *See General Notes #28 | CY | 662 | ||
| 18 | 420-00102 | GEOTEXTILE (EROSION CONTROL) (CLASS 1) | SY | 818 | ||
| 19 | 210-02900 | RELAY RIPRAP | CY | 309 | ||
| 20 | 211-03005 | DEWATERING & STREAM DIVERSION | LS | 1 | ||
| 21 | 506-00409 | SOIL RIPRAP (9 INCH) | CY | 452 | ||
| 22 | 507-00357 | B24 24" Grouted Boulders | EA | 556 | ||
| 23 | 507-00100 | CONCRETE SLOPE AND DITCH PAVING (REINFORCED) | CY | 178 | ||
| 24 | 601-03050 | CONCRETE CLASS D (WALL) | CY | 179 | ||
| 25 | 603-01365 | 36 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) | LF | 388 | ||
| 26 | 603-01485 | 48 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) | LF | 127 | ||
| 27 | 603-05036 | 36 INCH REINFORCED CONCRETE END SECTION | EA | 2 | ||
| 28 | 603-05048 | 48 INCH REINFORCED CONCRETE END SECTION | EA | 1 | ||
| 29 | 604-00510 | INLET TYPE D (10 FOOT) | EA | 1 | ||
| 30 | 604-20000 | OUTLET STRUCTURE | EA | 1 | ||
| 31 | 604-30010 | MANHOLE SLAB BASE (10 FOOT) | EA | 4 | ||
| 32 | 609-21013 | CURB AND GUTTER TYPE 2 (SECTION I-M)(SPECIAL) | LF | 888 | ||
| 33 | 625-00000 | CONSTRUCTION SURVEYING | LS | 1 | ||
| 34 | 626-00000 | MOBILIZATION | LS | 1 | ||
| 35 | 999-99999 | TEXTURA FEE | LS | 1 |
Site 2 WorldPort Pond
| Water Quality Infrastructure Improvements | ||||||
| CONTRACT NO. TBD | ||||||
| SUMMARY OF APPROXIMATE QUANTITIES | ||||||
| BID DUE DATE: TBD | ||||||
| BID ITEM | ITEM NO. | ITEM DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | TOTAL PRICE |
| 1 | 201-00001 | CLEARING AND GRUBBING | AC | 4.16 | ||
| 2 | 202-00019 | REMOVAL OF INLET | EA | 2 | ||
| 3 | 202-00021 | REMOVAL OF MANHOLE | EA | 1 | ||
| 4 | 202-00027 | REMOVAL OF RIPRAP | SY | 95 | ||
| 5 | 202-00035 | REMOVAL OF PIPE | LF | 541 | ||
| 6 | 202-00037 | REMOVAL OF END SECTION | EA | 5 | ||
| 7 | 202-00203 | REMOVAL OF CURB AND GUTTER | LF | 50 | ||
| 8 | 202-00220 | REMOVAL OF ASPHALT MAT | SY | 46 | ||
| 9 | 203-00010 | UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) | CY | 16,643 | ||
| 10 | 203-00100 | MUCK EXCAVATION | CY | 50 | ||
| 11 | 206-00000 | STRUCTURE EXCAVATION | CY | 48 | ||
| 12 | 206-00100 | STRUCTURE BACKFILL (CLASS 1) | CY | 20 | ||
| 13 | 208-00002 | EROSION LOG TYPE 1 (12 INCH) | LF | 120 | ||
| 14 | 208-00045 | CONCRETE WASHOUT STRUCTURE | EA | 1 | ||
| 15 | 208-00070 | VEHICLE TRACKING PAD | EA | 1 | ||
| 16 | 208-00300 | TEMPORARY BERM | LF | 343 | ||
| 17 | 210-04000 | ADJUST STRUCTURE | EA | 2 | ||
| 18 | 212-00706 | SEEDING (NATIVE) (DRILL) | AC | 2.55 | ||
| 19 | 213-00012 | SPRAY-ON MULCH BLANKET | AC | 2.55 | ||
| 20 | 304-06007 | AGGREGATE BASE COURSE (CLASS 6) *See General Notes #28 | CY | 165 | ||
| 21 | 403-00721 | HOT MIX ASPHALT (PATCHING) (ASPHALT) | SY | 46 | ||
| 22 | 420-00102 | GEOTEXTILE (EROSION CONTROL) (CLASS 1) | SY | 89 | ||
| 23 | 211-03005 | DEWATERING & STREAM DIVERSION | LS | 1 | ||
| 24 | 506-00409 | SOIL RIPRAP (9 INCH) | CY | 65 | ||
| 25 | 507-00100 | CONCRETE SLOPE AND DITCH PAVING (REINFORCED) | CY | 80 | ||
| 26 | 603-00185 | 18 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) | LF | 103 | ||
| 27 | 603-01245 | 24 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) | LF | 67 | ||
| 28 | 603-01305 | 30 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) | LF | 152 | ||
| 29 | 603-01365 | 36 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) | LF | 446 | ||
| 30 | 603-05024 | 24 INCH REINFORCED CONCRETE END SECTION | EA | 2 | ||
| 31 | 603-05030 | 30 INCH REINFORCED CONCRETE END SECTION | EA | 1 | ||
| 32 | 603-05036 | 36 INCH REINFORCED CONCRETE END SECTION | EA | 1 | ||
| 33 | 604-00505 | INLET TYPE D (5 FOOT) | EA | 1 | ||
| 34 | 604-19110 | INLET TYPE R L5 (10 FOOT) | EA | 1 | ||
| 35 | 604-20000 | OUTLET STRUCTURE | EA | 1 | ||
| 36 | 604-30010 | MANHOLE SLAB BASE (10 FOOT) | EA | 5 | ||
| 37 | 609-21013 | CURB AND GUTTER TYPE 2 (SECTION I-M)(SPECIAL) | LF | 1,243 | ||
| 38 | 609-21013 | CURB AND GUTTER TYPE 2 (SECTION II-B) | LF | 50 | ||
| 39 | 625-00000 | CONSTRUCTION SURVEYING | LS | 1 | ||
| 40 | 626-00000 | MOBILIZATION | LS | 1 | ||
| 41 | 999-99999 | TEXTURA FEE | LS | 1 |
File details come from the government source that posted it. Updated .