Active SLED Opportunity · COLORADO · CITY AND COUNTY OF DENVER DEPARTMENT OF TRANSPORTATION AND INFRASTRUCTURE
AI Summary
Invitation for Bid for Skeel Reservoir Renovation in Denver, CO, involving dam decommissioning, stormwater detention conversion, earthwork, irrigation installation, and golf range upgrades.
Skeel Reservoir is located in the southeast corner of the Wellshire Golf Course. The existing Skeel Reservoir has an earthen embankment dam constructed in the early 1900s with a Jurisdictional Height of 16.5 feet and storage capacity of 205 ac-ft. The dam is classified as high hazard under the State Engineer’s Office jurisdiction. Historically, Skeel Reservoir was supplied by the Highline Canal and other stormwater infrastructure that was then used for golf course irrigation. However, several years ago the golf course converted to using water piped from the Denver Water line in Colorado Boulevard instead of the inefficient Highline Canal, which is estimated to have lost about 50 to 70 percent of water due to evaporation and leaks. Without inflow from the Highline Canal, Skeel Reservoir currently only provides stormwater retention. Since the Skeel Reservoir storage volume is no longer needed, there is an opportunity to decommission the dam and convert it to a 100-year stormwater detention facility with water quality control. Reconfiguring the reservoir embankment and reducing storage volume will significantly reduce the risk it implies to the downstream properties and will protect human lives. This project includes regrading and filling the existing reservoir, lowering the existing dam and installing spillways, installing ~900 LF of open cut 18" corrugated HDPE, and forebay, and grading and installing irrigation system. In addition to this conversion, Golf will be upgrading the existing driving range on site. **Project Type**: IFB - Invitation for Bid (Formal) **Source ID**: PU.AG.USA.2323729.C13350526 **Piggyback Contract**: No **Question Acceptance Deadline**: 04/21/2026 01:00 PM EDT **Questions are submitted online**: No **Onsite Visit**: 04/09/2026 12:00 PM EDT **Bid Submission Type**: Electronic Bid Submission **Additional Bidding Instructions**: Submittals will only be received and accepted via the online electronic bid service through Bidnet Direct. Project bid documents are available on the first day of advertisement and must be downloaded from Bidnet Direct. For any questions, please contact Bidnet Direct Vendor Support at 800-835-4603, option 2. **Owner Organization**: City and County of Denver Department of Transportation and Infrastructure **Reference Number**: 0000417209 **Pricing**: Item Based **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | 202683417 | Completed Bid Form Package for Skeel Reservoir Renovation | Yes | No | **Pre-Bidding Events**: Event Type: Prebid Conference | Attendance: Recommended | Event date: 04/07/2026 03:00 PM EDT | Location: Via Microsoft Teams Meeting | Event Note: Details to access the meeting can be found on the project page: www.denvergov.org/DoBusinesswithDOTI. Event Type: Onsite Visit | Attendance: Recommended | Event date: 04/09/2026 12:00 PM EDT | Location: Skeel Reservoir - southeast corner of the Wellshire Golf Course | Event Note: An optional site visit will be held on April 9, 2027, 10:00 – 11:00 a.m., local time. Please R.S.V.P. to DOTI.Procurement@denvergov.org for the site visit and the specific location and corresponding parking instructions will be emailed to you. **Line Items**: | Code | Description | UOM | Qty | Code | Description | Price | Code | Description | UOM | Qty | Code | Description | UOM | Qty | |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Next Project 1 Next IPM Base-BASE BID STANDARD Code Description UOM Qty 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 Next Allowance Acct-BASE BID COST ALLOWANCE Code Description Price 01-21.23.02 ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC $444,000.00 01-21.16.01 ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS $20,000.00 01-21.19.01 ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS $40,000.00 01-21.26.02 ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS $200,000.00 Next Golf-BASE BID STANDARD Code Description UOM Qty 32.93.00.01 Trees - Coniferous tree - see plans for size and species Each 33 32.93.00.01 Trees - Deciduous Tree - see plans for size and species Each 6 32.93.00.02 Shrubs - see plans for size and species Each 13 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING Each 1 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) Each 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF Lump-Sum 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE Lump-Sum 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING Lump-Sum 1 Next ADD ALT 1-Golf STANDARD Code Description UOM Qty 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING Lump-Sum 1 | Next IPM Base-BASE BID STANDARD Code Description UOM Qty 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | Code Description UOM Qty | 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | 50-1 | MOBILIZATION | Lump-Sum | 1 | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | | Next Allowance Acct-BASE BID COST ALLOWANCE Code Description Price 01-21.23.02 ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC $444,000.00 01-21.16.01 ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS $20,000.00 01-21.19.01 ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS $40,000.00 01-21.26.02 ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS $200,000.00 | 01-21.23.02 | ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC | $444,000.00 | 01-21.16.01 | ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS | $20,000.00 | 01-21.19.01 | ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS | $40,000.00 | 01-21.26.02 | ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS | $200,000.00 | | Next Golf-BASE BID STANDARD Code Description UOM Qty 32.93.00.01 Trees - Coniferous tree - see plans for size and species Each 33 32.93.00.01 Trees - Deciduous Tree - see plans for size and species Each 6 32.93.00.02 Shrubs - see plans for size and species Each 13 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING Each 1 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) Each 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF Lump-Sum 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE Lump-Sum 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING Lump-Sum 1 | 32.93.00.01 | Trees - Coniferous tree - see plans for size and species | Each | 33 | 32.93.00.01 | Trees - Deciduous Tree - see plans for size and species | Each | 6 | 32.93.00.02 | Shrubs - see plans for size and species | Each | 13 | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING | Each | 1 | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) | Each | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF | Lump-Sum | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE | Lump-Sum | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING | Lump-Sum | 1 | | Next ADD ALT 1-Golf STANDARD Code Description UOM Qty 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING Lump-Sum 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING | Lump-Sum | 1 | | | | Next IPM Base-BASE BID STANDARD Code Description UOM Qty 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | Code Description UOM Qty | 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | 50-1 | MOBILIZATION | Lump-Sum | 1 | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | | | Code Description UOM Qty | | 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | 50-1 | MOBILIZATION | Lump-Sum | 1 | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | | | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | | 50-1 | MOBILIZATION | Lump-Sum | 1 | | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | | Next Allowance Acct-BASE BID COST ALLOWANCE Code Description Price 01-21.23.02 ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC $444,000.00 01-21.16.01 ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS $20,000.00 01-21.19.01 ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS $40,000.00 01-21.26.02 ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS $200,000.00 | 01-21.23.02 | ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC | $444,000.00 | 01-21.16.01 | ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS | $20,000.00 | 01-21.19.01 | ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS | $40,000.00 | 01-21.26.02 | ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS | $200,000.00 | | | 01-21.23.02 | ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC | $444,000.00 | | 01-21.16.01 | ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS | $20,000.00 | | 01-21.19.01 | ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS | $40,000.00 | | 01-21.26.02 | ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS | $200,000.00 | | Next Golf-BASE BID STANDARD Code Description UOM Qty 32.93.00.01 Trees - Coniferous tree - see plans for size and species Each 33 32.93.00.01 Trees - Deciduous Tree - see plans for size and species Each 6 32.93.00.02 Shrubs - see plans for size and species Each 13 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING Each 1 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) Each 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF Lump-Sum 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE Lump-Sum 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING Lump-Sum 1 | 32.93.00.01 | Trees - Coniferous tree - see plans for size and species | Each | 33 | 32.93.00.01 | Trees - Deciduous Tree - see plans for size and species | Each | 6 | 32.93.00.02 | Shrubs - see plans for size and species | Each | 13 | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING | Each | 1 | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) | Each | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF | Lump-Sum | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE | Lump-Sum | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING | Lump-Sum | 1 | | | 32.93.00.01 | Trees - Coniferous tree - see plans for size and species | Each | 33 | | 32.93.00.01 | Trees - Deciduous Tree - see plans for size and species | Each | 6 | | 32.93.00.02 | Shrubs - see plans for size and species | Each | 13 | | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING | Each | 1 | | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) | Each | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF | Lump-Sum | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE | Lump-Sum | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING | Lump-Sum | 1 | | Next ADD ALT 1-Golf STANDARD Code Description UOM Qty 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING Lump-Sum 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING | Lump-Sum | 1 | | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | Code | Description | Price | Code | Description | UOM | Qty | Code | Description | UOM | Qty | |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Next IPM Base-BASE BID STANDARD Code Description UOM Qty 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | Code Description UOM Qty | 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | 50-1 | MOBILIZATION | Lump-Sum | 1 | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | | | Code Description UOM Qty | | 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | 50-1 | MOBILIZATION | Lump-Sum | 1 | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | | | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | | 50-1 | MOBILIZATION | Lump-Sum | 1 | | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | | Next Allowance Acct-BASE BID COST ALLOWANCE Code Description Price 01-21.23.02 ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC $444,000.00 01-21.16.01 ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS $20,000.00 01-21.19.01 ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS $40,000.00 01-21.26.02 ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS $200,000.00 | 01-21.23.02 | ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC | $444,000.00 | 01-21.16.01 | ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS | $20,000.00 | 01-21.19.01 | ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS | $40,000.00 | 01-21.26.02 | ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS | $200,000.00 | | | 01-21.23.02 | ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC | $444,000.00 | | 01-21.16.01 | ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS | $20,000.00 | | 01-21.19.01 | ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS | $40,000.00 | | 01-21.26.02 | ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS | $200,000.00 | | Next Golf-BASE BID STANDARD Code Description UOM Qty 32.93.00.01 Trees - Coniferous tree - see plans for size and species Each 33 32.93.00.01 Trees - Deciduous Tree - see plans for size and species Each 6 32.93.00.02 Shrubs - see plans for size and species Each 13 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING Each 1 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) Each 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF Lump-Sum 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE Lump-Sum 1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING Lump-Sum 1 | 32.93.00.01 | Trees - Coniferous tree - see plans for size and species | Each | 33 | 32.93.00.01 | Trees - Deciduous Tree - see plans for size and species | Each | 6 | 32.93.00.02 | Shrubs - see plans for size and species | Each | 13 | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING | Each | 1 | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) | Each | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF | Lump-Sum | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE | Lump-Sum | 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING | Lump-Sum | 1 | | | 32.93.00.01 | Trees - Coniferous tree - see plans for size and species | Each | 33 | | 32.93.00.01 | Trees - Deciduous Tree - see plans for size and species | Each | 6 | | 32.93.00.02 | Shrubs - see plans for size and species | Each | 13 | | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING | Each | 1 | | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) | Each | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF | Lump-Sum | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE | Lump-Sum | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING | Lump-Sum | 1 | | Next ADD ALT 1-Golf STANDARD Code Description UOM Qty 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING Lump-Sum 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING | Lump-Sum | 1 | | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | Code Description UOM Qty | | 33-47.03.05 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Linear Foot/Feet 2157 33-47.03.06 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 1 33-47.03.07 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) Each 2 2-2.5 REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE Square Foot/Feet 5794 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160 2-11.2I REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe Linear Foot/Feet 731 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140 2-11.8 REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS Linear Foot/Feet 200 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1 02-71.00.01 GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS Week 24 3-5 MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED Cubic Yard 13500 3-7a HEALTH & SAFETY PLAN Lump-Sum 1 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10381 5-3b OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE Cubic Yard 20000 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY Ton 295 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) Linear Foot/Feet 280 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16280 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10500 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4 12-16a CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) Lump-Sum 1 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2200 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2010 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT Lump-Sum 1 33-47.06.01 FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) Cubic Yard 440 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844 34-12.2c 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS Each 2 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE Each 1 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181808 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474592 41-1 TRAFFIC CONTROL Lump-Sum 1 43-1b STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION Lump-Sum 1 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1 45-2 QUALITY CONTROL TESTING Lump-Sum 1 47-1 CONSTRUCTION SURVEYING Lump-Sum 1 50-1 MOBILIZATION Lump-Sum 1 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1 | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | 50-1 | MOBILIZATION | Lump-Sum | 1 | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | | | 33-47.03.05 | 6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Linear Foot/Feet | 2157 | | 33-47.03.06 | 18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 1 | | 33-47.03.07 | 30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O and 4.02 G for M&P) | Each | 2 | | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5794 | | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 | | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 | | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 | | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 | | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 | | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 | | 2-11.8 | REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24" DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION PIPE (CCD TO PROVIDE DADS MANIFESTS | Linear Foot/Feet | 200 | | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 | | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 | | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 | | 3-5 | MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING TO DENVER ARAPAHO DISPOSAL, IF REQUIRED | Cubic Yard | 13500 | | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 | | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 | | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10381 | | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20000 | | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 | | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 | | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16280 | | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 | | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 | | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 | | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10500 | | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 | | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 | | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2200 | | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 | | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 | | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2010 | | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 | | 33-47.06.01 | FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00 section 4.01M & O and 4.02 F for M&P) | Cubic Yard | 440 | | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 | | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 | | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 | | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 | | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 | | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 | | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 | | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 | | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 | | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181808 | | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474592 | | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 | | 43-1b | STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES: STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION | Lump-Sum | 1 | | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 | | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 | | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 | | 50-1 | MOBILIZATION | Lump-Sum | 1 | | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 | **Line Items**: | Code | Description | Price | |---|---|---| | 01-21.23.02 | ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC | $444,000.00 | | 01-21.16.01 | ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS | $20,000.00 | | 01-21.19.01 | ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS | $40,000.00 | | 01-21.26.02 | ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY- SEE PROJECT SPECIAL PROVISIONS | $200,000.00 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | 32.93.00.01 | Trees - Coniferous tree - see plans for size and species | Each | 33 | | 32.93.00.01 | Trees - Deciduous Tree - see plans for size and species | Each | 6 | | 32.93.00.02 | Shrubs - see plans for size and species | Each | 13 | | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING | Each | 1 | | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) | Each | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF | Lump-Sum | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE | Lump-Sum | 1 | | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING | Lump-Sum | 1 |
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