Skeel Reservoir Renovation
| Agency: | City of Denver |
|---|---|
| State: | Colorado |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Mar 24, 2026 |
| Due Date: | May 14, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Closing date May 14, 2026, 11:00 AM
- Reference number Contract No. 202683417
- Status Open
- Summary Skeel Reservoir on Wellshire Golf Course is an early-1900s high‑hazard dam no longer needed for water supply. With the Highline Canal disconnected, it now only retains stormwater. The project will decommission and regrade the reservoir, lower the dam, add spillways, new piping, irrigation, and support upgrades to the driving range.
Contract No. 202683417 – Skeel Reservoir Renovation
March 24, 2026
General Statement of Work
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.
Statement of Quantities (PDF, 34KB) (PDF)
Estimated Construction Cost: Between $6,900,000.00 and $7,600,000.00.
Virtual Pre-Bid Meeting on April 7, 2026 at 1:00 p.m.
To access the meeting, please call 720-388-6219 and enter conference ID: 761-895-86# or join via
Microsoft Teams
.
*Optional Site Visit: 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.
Questions Deadline: April 21, 2026 at 11:00 a.m. local time.
Bid Opening on May 14, 2026 at
1
1:00 a.m.
Bids will be received and accepted via the online electronic bid service, Rocky Mountain E-Purchasing (“
BidNet
”). Prospective bidders must be on the plan holders list on BidNet for bids to be accepted. To access the electronic bid form, download the required documents from BidNet and complete the Unit Item Pricing in the Documents & Items section of the solicitation. All properly uploaded bids will then be opened, witnessed and read aloud. To access the bid opening teleconference, please call 720-388-6219 and enter conference ID: 470-630-171# or join via
Microsoft Teams
.
Plans Available March 24, 2026 – Digital Download – Solicitation No.202683417
MWBE Goal: 22%
Prequalification: Each bidder must be prequalified in category 1E(4) Piped Sewer at or above the $10,000,000.00 monetary level in accordance with the City’s Rules and Regulations Governing Prequalification of Contractors. Each bidder must have submitted a prequalification application a minimum of ten (10) calendar days prior to the response due date. Applications must be submitted via B2Gnow . To view the Rules and information on how to apply, please visit our website at www.denvergov.org/prequalification .
Contract Administrator: Michele Foust , DOTI.Procurement@denvergov.org
Prevailing Wage and Minimum Wage: Contracts for construction, reconstruction, and remodeling are subject to the City prevailing wage rate requirements established pursuant to Section 20-76, D.R.M.C. City contracts are subject to payment of City Minimum Wage established pursuant to Section 20-82 through 20-84 D.R.M.C.
As the City’s best interests may appear, the Executive Director of the Department of Transportation and Infrastructure reserves the right to waive informalities in, and to reject any or all, submittals.
Publication Date:
March 24, 2026
Published In:
Do Business with DOTI and BidNet
Pre-Bid Meeting: April 7, 2026, at 1:00 p.m.
- Call 720-388-6219 and enter conference ID: 761-895-86#
- Join via Microsoft Teams
Questions Deadline: April 21, 2026, at 11:00 a.m. local time.
- Submit questions to: DOTI.Procurement@denvergov.org
Bid Opening on May 14, 2026, at 11:00 a.m.
- Bids will be received and accepted via BidNet . Late bids will not be accepted.
-
To access the bid opening:
- Call 720-388-6219 and enter conference ID: 470-630-171#
- Join via Microsoft Teams
Publication Date: March 24, 2026
Published In: Do Business with DOTI and BidNet
Attachment Preview
| Item | Bid Item # | Description | UOM | Quantity |
|---|---|---|---|---|
| IPM - BASE BID | ||||
| 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 | 2,157 |
| 2 | 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 |
| 3 | 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 |
| 4 | 2-2.5 | REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT DRIVING RANGE | Square Foot/Feet | 5,794 |
| 5 | 2-2.8 | REMOVE ASPHALT WALK | Linear Foot/Feet | 160 |
| 6 | 2-11.2I | REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage pipe | Linear Foot/Feet | 731 |
| 7 | 2-11.5c | ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED | Linear Foot/Feet | 35 |
| 8 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) | Linear Foot/Feet | 1 |
| 9 | 2-11.5e | ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED | Linear Foot/Feet | 105 |
| 10 | 2-11.5i | ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED | Linear Foot/Feet | 140 |
| 11 | 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 |
| 12 | 2-12.7 | REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE | Each | 1 |
| 13 | 2-13.1 | REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE | Each | 1 |
| 14 | 02-71.00.01 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Week | 24 |
| 15 | 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 | 13,500 |
| 16 | 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | 1 |
| 17 | 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | 1 |
| 18 | 5-2b | TOPSOIL - IMPORTED (see parks spec 32 91 20) | Ton | 10,381 |
| 19 | 5-3b | OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE- INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER ARAPAHOE DISPOSAL SITE | Cubic Yard | 20,000 |
| 20 | 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) - CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY | Ton | 295 |
| 21 | 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS TRICKLE CHANNEL (NO GUTTER) | Linear Foot/Feet | 280 |
| 22 | 12-2.3 | CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) | Square Foot/Feet | 16,280 |
| 23 | 12-2.4 | MISCELLANEOUS CONCRETE FLATWORK - FOREBAY | Square Foot/Feet | 3000 |
| 24 | 12-3.2 | 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE | Square Foot/Feet | 865 |
| 25 | 12-3.3 | 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL | Square Foot/Feet | 2448 |
| 26 | 12-5.1 | CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD | Square Foot/Feet | 10,500 |
Statement of Quantities
Item Bid Item # Description UOM Quantity
IPM - BASE BID
6" SLOTTED UNDERDRAIN -6" SLOTTED UNDERDRAIN, FITTINGS AND
CLEANOUTS, & FILTER LAYER - 6" SLOTTED UNDERDRAIN, FITTINGS AND
1 33-47.03.05 Linear Foot/Feet 2,157
CLEANOUTS, & FILTER LAYER (see spec 33-47.00 section 4.01 N & O and
4.02 G for M&P)
18" NYOPLAST DRAIN - GRATED (see spec 33-47.00 section 4.01 N & O and
2 33-47.03.06 Each 1
4.02 G for M&P)
30" NYOPLAST DRAIN -SOLID COVER (see spec 33-47.00 section 4.01 N & O
3 33-47.03.07 Each 2
and 4.02 G for M&P)
REMOVE MISCELLANEOUS CONCRETE FLATWORK - AT DRIVING RANGE-AT
4 2-2.5 Square Foot/Feet 5,794
DRIVING RANGE
5 2-2.8 REMOVE ASPHALT WALK Linear Foot/Feet 160
REMOVE EXISTING 30" STORM SEWER PIPE - Remove temporary drainage
6 2-11.2I Linear Foot/Feet 731
pipe
7 2-11.5c ABANDON EXISTING 12" SEWER PIPE -EXISTING OUTLET - FILLED Linear Foot/Feet 35
8 2-11.5e ABANDON EXISTING 18" SEWER PIPE - (EA) with PLUG/CAP (INTAKE PIPE) Linear Foot/Feet 1
9 2-11.5e ABANDON EXISTING 18" SEWER PIPE -18" STORM OUTFALL - FILLED Linear Foot/Feet 105
10 2-11.5i ABANDON EXISTING 30" SEWER PIPE -30" STORM OUTFALLS - FILLED Linear Foot/Feet 140
REMOVE EXISTING ABANDONED STEAM PIPE WITH ASBESTOS LINING (<24"
11 2-11.8 DIAMETER) -REMOVE ASBESTOS PIPE - ASBESTOS WRAPPED IRRIGATION Linear Foot/Feet 200
PIPE (CCD TO PROVIDE DADS MANIFESTS)
12 2-12.7 REMOVE EXISTING STRUCTURE -EXISTING OUTLET STRUCTURE Each 1
13 2-13.1 REMOVE EXISTING STORM INLET - INCLUDES EXISTING DRAIN VALVE Each 1
GROUND WATER TREATMENT EQUIPMENT & OPERATIONS WEEKLY - SEE
14 02-71.00.01 Week 24
PROJECT SPECIAL PROVISIONS
MUCK EXCAVATION -TO BE PAID OUT IN CY - INCLUDES DRYING THE
MATERIAL OR MIXING THE MATERIAL WITH DRY MATERIAL SO IT CAN PASS
15 3-5 Cubic Yard 13,500
A PAINT FILTER TEST FOR DISPOSAL AT A LANDFILL. INCLUDES HAULING
TO DENVER ARAPAHO DISPOSAL, IF REQUIRED
16 3-7a HEALTH & SAFETY PLAN Lump-Sum 1
17 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1
18 5-2b TOPSOIL - IMPORTED (see parks spec 32 91 20) Ton 10,381
OVEREXCAVATION - EARTHWORK, EXCAVATION WITH FILL ON SITE-
19 5-3b INCLUDES STOCKPILING AND SPREADING OR HAULING TO DENVER Cubic Yard 20,000
ARAPAHOE DISPOSAL SITE
CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) -
20 5-8 Ton 295
CONCRETE SUBGRADE, MAINT. ACCS. & FOREBAY
6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) -AT CONC. MAINT. ACCESS
21 12-1.1 Linear Foot/Feet 280
TRICKLE CHANNEL (NO GUTTER)
22 12-2.3 CONCRETE BIKE PATH - 6" THICK CART PATH (see parks spec 32 13 13) Square Foot/Feet 16,280
23 12-2.4 MISCELLANEOUS CONCRETE FLATWORK - FOREBAY Square Foot/Feet 3000
24 12-3.2 5' CONCRETE VALLEY GUTTER - AT DRIVING RANGE Square Foot/Feet 865
25 12-3.3 4' CONCRETE VALLEY GUTTER - CONCRETE TRICKLE CHANNEL Square Foot/Feet 2448
26 12-5.1 CONCRETE DRIVEWAY PAVING - POND MAINTENANCE ACCESS ROAD Square Foot/Feet 10,500
Contract No. 202683417 Statement of Quantities - Page 1 March 24, 2026
Skeel Reservoir Renovation
| 27 | 12-14 | CONCRETE CUT-OFF WALL | Cubic Yard | 4 |
|---|---|---|---|---|
| 28 | 12-16a | CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT, 205 LF) | Lump-Sum | 1 |
| 29 | 16-3 | CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) | Linear Foot/Feet | 2,200 |
| 30 | 16-8 | HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE | Linear Foot/Feet | 130 |
| 31 | 30-1a | RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) | Cubic Yard | 1 |
| 32 | 30-1b | RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) | Cubic Yard | 2,010 |
| 33 | 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT | Lump-Sum | 1 |
| 34 | 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 |
| 35 | 34-2.3i | 30" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 292 |
| 36 | 34-2.3k | 36" DIAMETER C-76 RCP, CLASS III | Linear Foot/Feet | 196 |
| 37 | 34-7.1c | 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 106 |
| 38 | 34-7.1e | 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE | Linear Foot/Feet | 844 |
| 39 | 34-12.2c | 5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE - (2) STORM OUTFALLS | Each | 2 |
| 40 | 34-12.3c | 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE | Each | 1 |
| 41 | 34-12.6 | CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET | Each | 1 |
| 42 | 34-14.4 | CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) | Each | 1 |
| 43 | 34-15.3 | UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM | Each | 5 |
| 44 | 40-1 | SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) | Square Foot/Feet | 181,808 |
| 45 | 40-1 | SEEDING AND MULCHING -TURF (see parks spec 32 92 19) | Square Foot/Feet | 474,592 |
| 46 | 41-1 | TRAFFIC CONTROL | Lump-Sum | 1 |
| 47 | 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 |
| 48 | 44-1 | DEWATERING - see special provision 31 23 19 groundwater dewatering | Lump-Sum | 1 |
| 49 | 45-2 | QUALITY CONTROL TESTING | Lump-Sum | 1 |
| 50 | 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | 1 |
| 51 | 50-1 | MOBILIZATION | Lump-Sum | 1 |
| 52 | S2-23a | CLEARING AND GRUBBING -15 ACRES | Lump-Sum | 1 |
| Allowance Accounts - BASE BID | ||||
| 53 | 01-21.23.02 | ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC | Lump-Sum | 1 |
| 54 | 01-21.16.01 | ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE PROJECT SPECIAL PROVISIONS | Lump-Sum | 1 |
| 55 | 01-21.19.01 | ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS | Lump-Sum | 1 |
27 12-14 CONCRETE CUT-OFF WALL Cubic Yard 4
CONCRETE RETAINING WALL - RETAINING WALLS AT FOREBAY (1'-5' HT,
28 12-16a Lump-Sum 1
205 LF)
29 16-3 CHAIN LINK FENCE -TREE PROTECTION (see parks spec 01 56 39) Linear Foot/Feet 2,200
30 16-8 HAND RAIL - AT FOREBAY AND OUTLET STRUCTURE Linear Foot/Feet 130
31 30-1a RIPRAP TYPE VL - BALLWASH WATER DRAIN (0.15CY) Cubic Yard 1
32 30-1b RIPRAP TYPE L - BURIED SOIL RIPRAP (CY) Cubic Yard 2,010
EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR
33 33-05.26.01 Lump-Sum 1
ADJUSTMENT
FILTER LAYER - CY - LOW SPOT SEEPAGE GALLERY (see spec 33-47.00
34 33-47.06.01 Cubic Yard 440
section 4.01M & O and 4.02 F for M&P)
35 34-2.3i 30" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 292
36 34-2.3k 36" DIAMETER C-76 RCP, CLASS III Linear Foot/Feet 196
37 34-7.1c 12" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 106
38 34-7.1e 18" DIAMETER PVC PIPE - DUAL WALL CORRUGATED HDPE Linear Foot/Feet 844
5' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC
39 34-12.2c Each 2
CONE - (2) STORM OUTFALLS
6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC
40 34-12.3c Each 1
CONE
41 34-12.6 CAST-IN-PLACE OUTFALL STRUCTURE - MAIN POND OUTLET Each 1
42 34-14.4 CONCRETE COLLARS - MANUFACTURED 24" HDPE CONNECTION (SHT 15) Each 1
43 34-15.3 UTILITY EXPLORATORY INVESTIGATION - AS DIRECTED BY CITY PM Each 5
44 40-1 SEEDING AND MULCHING - NATIVE SEED MIX (see parks spec 32 92 20) Square Foot/Feet 181,808
45 40-1 SEEDING AND MULCHING -TURF (see parks spec 32 92 19) Square Foot/Feet 474,592
46 41-1 TRAFFIC CONTROL Lump-Sum 1
STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0 - INCLUDES:
STABILIZED STAGING AREA, VEHICLE TRACKING CONTROL, SEDIMENT
47 43-1b Lump-Sum 1
CONTROL LOG, EROSION CONTROL BLANKET, SILT FENCE, GENERAL BMP
MAINTENANCE, CONCRETE WASHOUT AREA, INLET PROTECTION
48 44-1 DEWATERING - see special provision 31 23 19 groundwater dewatering Lump-Sum 1
49 45-2 QUALITY CONTROL TESTING Lump-Sum 1
50 47-1 CONSTRUCTION SURVEYING Lump-Sum 1
51 50-1 MOBILIZATION Lump-Sum 1
52 S2-23a CLEARING AND GRUBBING -15 ACRES Lump-Sum 1
Allowance Accounts - BASE BID
53 01-21.23.02 ALLOWANCE FOR INSTALLATION OF IRRIGATION SYSTEM - 9 AC Lump-Sum 1
ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND
54 01-21.16.01 Lump-Sum 1
DISPOSAL - SEE PROJECT SPECIAL PROVISIONS
ALLOWANCE FOR CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI)/AIR
55 01-21.19.01 Lump-Sum 1
MONITOR(HOURLY) - SEE PROJECT SPECIAL PROVISIONS
ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES MONTHLY-
56 01-21.26.02 Lump-Sum ) 1
SEE PROJECT SPECIAL PROVISIONS
Contract No. 202683417 Statement of Quantities - Page 2 March 24, 2026
Skeel Reservoir Renovation
| Golf - BASE BID | ||||
|---|---|---|---|---|
| 57 | 32.93.00.01 | Trees - Coniferous tree - see plans for size and species | Each | 33 |
| 58 | 32.93.00.01 | Trees - Deciduous Tree - see plans for size and species | Each | 6 |
| 59 | 32.93.00.02 | Shrubs - see plans for size and species | Each | 13 |
| 60 | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING | Each | 1 |
| 61 | 2-12.7 | REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) | Each | 1 |
| 62 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF | Lump-Sum | 1 |
| 63 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE | Lump-Sum | 1 |
| 64 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP STATION BUILDING | Lump-Sum | 1 |
| Golf - Add Alt #1 | ||||
| 1 | 32-33-00.11 | SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING | Lump-Sum | 1 |
Golf - BASE BID
57 32.93.00.01 Trees - Coniferous tree - see plans for size and species Each 33
58 32.93.00.01 Trees - Deciduous Tree - see plans for size and species Each 6
59 32.93.00.02 Shrubs - see plans for size and species Each 13
60 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE EXISTING RANGE BUILDING Each 1
61 2-12.7 REMOVE EXISTING STRUCTURE - REMOVE PUMP STATION BUILDING (DAM) Each 1
62 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -ARTIFICIAL TURF Lump-Sum 1
63 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -NETTING FENCE Lump-Sum 1
SITE FURNISHING - SPECIAL STRUCTURE -RECLAD EXISTING PUMP
64 32-33-00.11 Lump-Sum 1
STATION BUILDING
Golf - Add Alt #1
1 32-33-00.11 SITE FURNISHING - SPECIAL STRUCTURE -BALLWASH BUILDING Lump-Sum 1
Contract No. 202683417 Statement of Quantities - Page 3 March 24, 2026
Skeel Reservoir Renovation
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