B24-09 Revised Bid Schedule 11.22.24.xlsx
XLSX spreadsheet 19 KB Posted
- Attached to
- North Landfill Cell 1 Construction
- Solicitation number
- B24-09
- Issued by
- Colorado
About this file
The document is a Revised Bid Schedule (B24-09) for the North Landfill Cell 1 Construction project issued by the Larimer County Board of Commissioners in Colorado. The project involves constructing a new 20-acre municipal solid waste landfill cell, which includes comprehensive site preparation such as clearing and grubbing, excavation, installing an engineered liner system, constructing leachate collection systems, and implementing stormwater management infrastructure. The bid schedule details 30 distinct line items covering project phases including general project items, earthwork, geosynthetics, leachate collection, access and restoration, and stormwater management, with approximate quantities specified for each component. Bids will be electronically submitted through the Rocky Mountain E-Purchasing System (Bidnet, Bidnet Direct) portal.
The total estimated project budget includes a $400,000 force account allocation, with unit prices to be firm unless otherwise specified in contract documents. The bid schedule allows for flexibility in actual quantities, which may fluctuate up or down. Key technical specifications reference multiple project divisions and sections, indicating a complex engineering project with specific quality control requirements. The construction quality control (CQC) responsibilities encompass coordination, testing, and documentation across numerous technical specifications, suggesting a rigorous engineering and environmental compliance approach for the landfill cell construction.
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Text version
Bid Schedule
| REF NO. | CONT ITEM | DESCRIPTION | RELEVANT SECTION(S) | APPROX QUAN* | UNITS** | UNIT PRICE | EXTENDED AMOUNT |
| General Project Items | |||||||
| 1 | Mobilization, Demobilization, and General Conditions | DIV 01 | 1 | LS | $ - 0 | ||
| 2 | Construction Quality Control | *** | 1 | LS | $ - 0 | ||
| 3 | Surveying and Control | 02 21 13 | 1 | LS | $ - 0 | ||
| 4 | Erosion and Stormwater Controls | 01 57 05 | 1 | LS | $ - 0 | ||
| 5 | Temporary Roads/Access Management | 01 31 13 | 1 | LS | $ - 0 | ||
| 6 | Monitoring Well Protection and Extensions Above Grade | Sheet C400 | 1 | LS | $ - 0 | ||
| Earthwork | |||||||
| 7A | Clearing and Grubbing | 31 10 00 | 53 | AC | $ - 0 | ||
| 7B | Excavation | 31 23 00 | 792,000 | CY | $ - 0 | ||
| 7C | Additional Excavation and Hauling (from borrow site) | 31 23 00 | 33,000 | CY | $ - 0 | ||
| 8 | Structural Fill (incl. compaction & unsuitable materials) | 31 23 00 | 735,000 | CY | $ - 0 | ||
| 9 | Prepared Subgrade Layer (12") to Basegrade | 31 38 10 | 33,300 | CY | $ - 0 | ||
| 10 | Anchor Trench Backfill/Compaction | 31 23 33 | 2,700 | LF | $ - 0 | ||
| 11 | Termination Berm | 31 23 00 | 1,500 | LF | $ - 0 | ||
| Geosynthetics | |||||||
| 12 | Geosynthetic Clay Liner (GCL) (procure & install) | 31 05 19 | 952,500 | SF | $ - 0 | ||
| 13 | 60 mil HDPE Geomembrane (procure & install) | 33 47 14 | 952,500 | SF | $ - 0 | ||
| 13A | Leak Location Survey | 01 45 47 | 1 | LS | $ - 0 | ||
| 14 | Drainage Geocomposite (procure & install) | 31 32 18 | 952,500 | SF | $ - 0 | ||
| Leachate Collection System Components | |||||||
| 15 | Protective Cover Layer (12") | 31 38 30 | 33,300 | CY | $ - 0 | ||
| 16 | Leachate Collection Piping, Risers, Forcemain, Cleanouts | DIV 40 | 1 | LS | $ - 0 | ||
| 17 | Leachate Stone | 31 38 20 | 1,800 | CY | $ - 0 | ||
| 18 | Nonwoven Geotextile | 31 32 19/C608 | 47,000 | SF | $ - 0 | ||
| 19 | Leachate Pump Station | 03 09 00 / 40 05 23 / 40 05 52 / 40 41 13 | 1 | LS | $ - 0 | ||
| 20 | Leachate Pump System (incl. Flowmeters & Control Panel) | 43 25 16 | 1 | LS | $ - 0 | ||
| 21 | Frac Tank & Secondary Containment | Sheet C604 | 1 | LS | $ - 0 | ||
| Access and Restoration | |||||||
| 22 | Topsoiling Stripping, Stockpiling and Resdistribution | Sheet C609 | 42,900 | CY | $ - 0 | ||
| 23 | Permanent Seeding (Pond & Perimeter Road & Disturbance) | Sheet C609 | 22 | AC | $ - 0 | ||
| 24 | Access and Perimeter Road Gravel Surface (8") | Sheet C600 | 3,700 | CY | $ - 0 | ||
| 25 | Access and Perimeter Road Woven Geotextile | 31 32 19 | 147,400 | SF | $ - 0 | ||
| 26 | Working Pad & Ramp | Sheet C405 | 23,400 | CY | $ - 0 | ||
| Stormwater | |||||||
| 27 | Conveyance Systems (broken down as follows for unit pricing) | ||||||
| A) Reinforced Concrete Pipes | |||||||
| 1) Culvert 9: 3x 42” diameter pipe, 108 LF. | C401/C605 | 324 | LF | $ - 0 | |||
| 2) Culvert 1: 1x 18” diameter pipe, 136 LF + 6.5 LF flared end sections | C401/C605 | 149 | LF | $ - 0 | |||
| 3) Culvert PC-1: 4x 24” diameter pipe, 74 LF. | C405/C605 | 296 | LF | $ - 0 | |||
| 4) Culvert PC-2: 4x 24” diameter pipe, 74 LF. | C405/C605 | 296 | LF | $ - 0 | |||
| B) Rip Rap | |||||||
| 1) Culvert 9 Outlet Protection | C401/C605 | 104 | CY | $ - 0 | |||
| 2) Culvert 1 Outlet Protection | C608 | 3 | CY | $ - 0 | |||
| 3) Culvert PC-1 Outlet Protection | C405/C605 | 35 | CY | $ - 0 | |||
| 4) Culvert PC-2 Outlet Protection | C405/C605 | 35 | CY | $ - 0 | |||
| 5) Northwest Pond Spillway | C608 | 72 | CY | $ - 0 | |||
| 6) Northwest Pond Basin | C608 | 6 | CY | $ - 0 | |||
| 7) Northwest Pond Outlet | C608 | 5 | CY | $ - 0 | |||
| C) Concrete | |||||||
| 1) Culvert 9 | 03 09 00 | 11 | CY | $ - 0 | |||
| 2) Culvert PC-1 | 03 09 00 | 8 | CY | $ - 0 | |||
| 3) Culvert PC-2 | 03 09 00 | 8 | CY | $ - 0 | |||
| D) Rebar | 03 09 00 | 730 | LBS | $ - 0 | |||
| E) Trench excavation, bedding, backfill and compaction | 31 23 33 | 1,269 | LF | $ - 0 | |||
| F) Perimeter Channel Excavation and TRM installation | 31 23 33/C600 | 3,100 | LF | $ - 0 | |||
| 28 | Pond Outlet Structure | Sheet C606 | 1 | LS | $ - 0 | ||
| Force Account | |||||||
| 29 | Force Account of $400,000 | - | 1 | FA | $ 400,000.00 | $ 400,000.00 | |
| Bonds | |||||||
| 30 | Performance and Payment Bonds | ITB | 1 | LS | $ - 0 | ||
| Contractor's Name |
| TOTAL BID PRICE: | $ 400,000.00 | |
| (Please Print) | ||
| *The quantities listed for each of the items in the Bid Form are only estimated quantities. Contractors are required to bid a firm unit price for each | ||
| item specified. The actual quantities may fluctuate up or down. The unit prices proposed by each Bidder will remain firm unless otherwise allowed | ||
| in the Contract Documents. | ||
| **Reference Project Specification Section 01 22 00 - MEASUREMENTS AND PAYMENT for description of each bid item, requirements | ||
| for full compensation, payment intervals, and measurements. Divided into lump sum (LS) items or unit price (any items with units provided). |
| ***Construction Quality Control (CQC) is defined in the Project Team and Responsibilities section of the CQA Plan (attached to the Project |
| Specifications). The Contractor's CQC Consultant is responsible for coordination, testing, and documentation of all applicable sections of the |
| Project Specifications, including but not limited to: 01 45 26, 03 09 00, 05 50 00, 26 05 00, 31 05 19, 31 23 00, 31 23 33, 31 32 18, 31 32 19, |
| 31 37 00, 31 38 10, 31 38 20, 31 38 30, 33 47 14, 40 05 00, 40 05 23, 40 05 33, 40 05 52, 40 41 13, and 43 25 16. |
| &"Arial,Regular"&11North Landfill Cell 1 Construction | &"Arial,Bold"&14REVISED BID SCHEDULE |
| B24-09 | &"Arial,Regular"&11Page: &P of &N |
Date: 11/1/2024 Revision Date: 11/22/2024
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